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Home My WebLink AboutPBSJ Request for Qualifications No. 09-05-01 - - - -- Threshold IItspectien Services for the Heritage Park Parking Garage ~ ,. Submitted to 0, \V,. Submitted by PRSJ. ~ ...." .1.. _ . ....'g.~~t.~~[:~.,;~~ :r.-:-~ l!< 1- -.11 j :-r-l~~~ ~ ... . . ,,",I -'-'-'I ~~ ..: .~ ~kNlr~~b~ Our Miami office is home to four additional engineers who are available and qualified to perform threshold inspections under my and Ms. Cabrera's supervision. We look forward to having the opportunity to work with you and becoming a part of the City's growth. If you have any questions, please feel free to contact me at 407.647.7275, ext. 4561 or JSKreiner@pbsj.com, or Ms. Cabrera at 305.592.7275, ext. 3474 or SCabrera@pbsj.com. I Sincerely, I ~~ :::'-PhD,PE Structural Division Manager I I I I I I I I I I I I I I I I 1 msr ~ An employee-owned company June 17,2009 Selection Committee Members Sunny Isles Beach Government Center 18070 Collins Avenue First Floor Meeting/Conference Room Sunny Isles Beach, FL 33160 RE: Request for Qualifications No. 09-05-01 Threshold Inspection Services for the Heritage Park Parking Garage Dear Selection Committee Members: As a young city, the history of the City of Sunny Isles Beach is impressive. The City has experienced tremendous growth since its official incorporation in 1997. This explosive growth comes with a price. The City has to adapt to its ever-growing populations and tax base to provide quality services for its residents. Founded in 1960, PBS&J has also experienced explosive growth in its 49 years. Founded by four engineers, the company has grown to 3,800 employees. At PBS&J, we understand the need to adapt to a quickly changing size and demographic. It is clear to us that the City is deeply rooted in its commitment to offering quality service in a pleasant environment. The City's government center is a beautiful example of the standard of the City's quality. The landscaping incorporated into the median at Collins A venue and the Lehman Causeway exits are great examples of softening an otherwise busy street with simple landscaping. The construction of the Heritage Park Parking Garage is another step in providing residents with quality services and improving the City's environment. We have reviewed the plans for this building and feel that we are suited to provide the required threshold inspections for this project. These inspections are one of the major steps to guarantee that the structure's quality is never compromised. I will serve as the proposed project manager and threshold inspector and have over eight years of experience as a threshold inspector performing inspections for structures I have designed as well as those designed by others. Assisting me will be our proposed senior structural engineer, Summy Cabrera, MS, PEe Ms. Cabrera has also designed threshold buildings in the past as well as assisted in inspections of such. She served as a structural engineer for the City of Sunny Isles Beach's government center during the initial planning stages about nine years ago while she was employed by Spillis Candela DMJM. Subsequently, also while at Spill is Candela, she performed structural engineering design and analysis for the presently occupied government center. 0001 :F009140:0609 R E C-dVE 1) I JUN I 3 2005 CJry of Sunny lelos Beach I Office Of !hoe City CI~ Cf~. fO! rldA- 2001 Northwest 107th Avenue, Miami, FL 33172-2507. Telephone: 305.592.7275. Fax: 305.599.3809. www.pbsj.com I I I I I I I I I I I I I I I I I I I Section 2 000 I : F0091 40:0609 Table of Contents Threshold Inspection Services for the Heritage ParJ~ Par/~ing Garage Request for Qualifications (RFQ) No. 09-05-01 Title Page Number Transmittal Letter Table of Contents Statement of Qualifications . Organizational Chart . Corporate Charter . Professional Licenses I 8 10 10 Additional Information (excluded from page count) . Exceptions to the Contract . Audited Financial Statements . Insurance . Resumes . Public Entity Crimes Form . Non-Collusive Affidavit . Complete RFQand Addendum No. I II II II II II II II II PBS&I ... Rcli,lhility. Rt'sourccs, RcI,ltiol1ships PBSI. I Statement of Qualifications PBS&/ offers the stability of a large firm that has developed strong ties Ivith the communitics in Ivhichlve servc. I I ~, ~ "',.. I History of the Firm/Business Overview I Post, Buckley. Schuh & Jernigan. Inc.. d/b/a PBS&J, has served the engineering needs of Flor- ida communities since the firm was founded in Miami. Florida in 1960. PBS&J is ranked 30th on Engineering News-Record's annual list of top design firms. We have a staff of 3,800 pro- fessional employees in more than 80 offices throughout the United States and abroad. Our corpo- rate structure allows us to draw upon the technical resources of our entire firm. as needed. to successfully accomplish any assignment. This means we can provide world-class technol- ogy and services to all of our clients. ENR- P8Sl --- THE TOP 500 I I I I I PBS&J numbers among our clients many cities, counties. special districts, state and federal agencies. industries. and private entities. Being Florida-based. much of our experience is drawn from solving problems unique to the southeast. Our large volume of repeat business reflects the firm's commit- ment to: I I . Professionally completing assignments on time and within budget. . Seeking innovative. but practical solutions to problems when more traditional approaches do not meet the cli- ent's needs. I I PBS&J has the capacity to provide complete services to clients beginning with problem definition and continuing through field studies. site evaluations. preliminary design, final design, construction administration. and start-up assistance. Staff specialty groups work in concert with the regional offices close to the project site in order to provide a thorough and coordinated approach to solving specific problems to satisfy client needs. I I PBS&J. an employee-owned firm. has six major service areas: I . Facilities (architecture. civil engineering. planning and landscape architecture, survey) . Environmental Sciences . Water . Transportation I I 0001 :F009140:0609 PBS&J ... Rcli~lhility. Resources. Relationships PBSI~ . Construction . Federal (applied technologies. risk and emergency man- agement) Our professionals offer the deep-rooted commitment of resi- dents who live and work in the area. and offer specialized expertise in a diverse range of technical disciplines. Many are recognized nationally and internationally as technical leaders in their areas of specialty. Quality Assurance/Quality Control (QA/QC) At PBS&J, quality is more tha n a n end result-it's a quest. Our vision for quality is to weave it into the fabric of our culture by achieving a passion for client-focused quality performance and continuous quality improvement (CQI) in all that we do. Therefore, PBS&j's program. which defines our QA/QC pro- cess. is an important aspect of every project we undertake. regardless of size or complexity. There is no better demon- stration of PBS&j's commitment to our clients than our CQI process. .~ -,iff. ~6EST /~F~~{~.(,;Un.lC('; All major aspects of the project will be subjected to review for accuracy and accountability. Our team's technical QC process will use a three-step procedure beginning with submittal of the review package by the lead technical professional (LTP) as being ready for QC (Step I); is checked by the QC reviewer (Step 2); incorporation/reconciliation of review comments and correction of any deficiencies by the LTP (Step 3). Every project is unique. We will apply our consistent. proven QA/QC process throughout the project life cycle in a manner specific to each project. Our project director. responsible for process application. is empowered to apply proper monitor- ing tools to each specific situation. In this way. we are more certain that the project is delivered effectively. Because every project is unique. project managers apply QA/ QC requirements to fit specific project needs and to address particular client concerns. One of the strengths of our process is its adaptability across a wide range of assignments. Our project director is responsible for quality control for each I I deliverable. within every project. In this way, we continue to bring high-value products and services to our clients. I Ownership and Key Management PBS&] is an employee-owned firm. Our 2009 Board of Direc- tors include the following: I . Clarence E. Anthony. Presiding Director . Donald R. Vogt . loel H. Bennett . Max D. Crumit . L. Dean Fox . Cecilia R. Green . lohn M. "Rusty" Powell I I I Company Changes No company changes are anticipated to occur during the project. I Corporate Headquarters/Divisional Offices 5300 West Cypress Street. Suite 200 Tampa. Florida 33607 Phone: 813.282.7275 Fax: 813.282.9767 I I PBS&j has more than 80 offices throughout the United States and abroad including 19 offices in Florida in such cities as Miami. Fort Lauderdale. West Palm Beach. Fort Pierce. Bartow. Chipley. DeLand. Fort Myers. Jacksonville. Melbourne, Ocoee. Orlando. Panama City Beach, Pensacola. Sarasota. Tallahas- see. Tampa. and Vero Beach. I I I I For our other offices throughout the country, please visit www.pbsj.com. Project Offices I Miami Office 2001 Northwest 107th Avenue Miami. Florida 33172-2507 Phone: 305.592.7275 Fax: 305.599.3809 I Orlando Office 482 South Keller Road Orlando. Florida 32810-6101 Phone: 407.647.7275 Fax: 407.740.8958 I I I 0001 :f'009140:0609 PB~&I ... Reli..lhility. Resources. Relationships PBSla 2 Threshold Inspector Certification Below is our proposed project manager's. lonathan Kreiner. Ph.D., PE, state certification for threshold inspector. He has over eight years of experience as a threshold inspector. Dr. Kreiner's relevant qualifications and experience have been included in the table on the following pages. In addition. his resume has been included in Section 2 - Additionallnforma- tion. ,tate of c!f1urio;, Board of Professional Engineers ~..... Jonathan Sabia Krdioar,PhO. P.E. SPEC.fc ~TOR Is licensed as a Professional Engineer under Chapter 471. Flonda Statutes EIplrolion: 28-FEB-11 P. E. Lie. No: 54484 Audit No; 228281129718 SID 51 Uc. No: 2012 DhPLAY.".S IlfDlnm BY IJ.,V.' Similar Project Experience PBS&I is a large, multidiscipline firm that provides profes- sional services on thousands of projects a year. Due to the size and range of services our firm provides. we have provided our most recent and relevant projects for your review. If you would like information on additional projects other than what is shown below, please contact us and we will be happy to provide additional project experience. On the following pages. we have included a table that dem- onstrates a sample of our recent similar project experience including government projects. We have also included client references and contact information. Statement of Experience PBS&J is ranked 30th on Engineering News-Record's annual list of top design firms. Founded in 1960, the company has 3,800 employees. Members of the architectural-engineering Miami/Orlando group have an average of 14 years of struc- tural engineering experience. PBS&I is a full-service firm with experience in the commercial, educational, industrial, trans- portation. military, and public and private sectors. Dr. Kreiner has over eight years of experience as a threshold inspector and has inspected the construction of buildings and structures he has designed as well as those designed by others. Similar to the construction of this building. Dr. Kreiner has designed and inspected threshold buildings on pile foundations. post-tensioned concrete. and structures permitted under the Florida building code. Other staff on this team has experience designing under the Florida building code for structures of similar structural sys- I I I I I I I I I I I I I I I I I I OJ 'u CJ ~ m ~ :o-:5~ -0 ~ ~ ~ C Vl ::l CJ ~ ~ E -5CJ2 -0-0 CJ C E OJ ..... u ..2 -' ..... Vl CJ co 0... Vl (i) U .~ .3 c:; V) ..c Vl Vi-<6-, 00 I..L "E ~ ~ OJ co 5;- o Vl C CO o C- O c ..c ::l U 0 Vl U ..... CJ Dl) OJ C OJ ~ ti CJ o ..... 0... ..: (i) U 0... -' 0... Vl CJ ~ 0 r"l o o N -0 C ..... rJ ..2 Vl ~ ~ ..... OJ -0 U C ~ ~ U ..... 'J'J CJ CJ ..c-o ..... 0 OJ U Vl E I..L g ::l I..I..l .;: E 0:: OJ C ~ > Vl c E CJ O..c Vl ..... c o 3 g >-I..L t 0..- K E ~ Vl 0 0 c U .- >- OJ CJ U ..c ::l ..... -0 I..I..l ::l 0- (i) 0:: 8 OJ Vi i- c ::l o C-U .~ U U OJ ::l I..L -' I 0001 :F009140:0609 ~ ..... 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N ~ 0.. -0 o o ~~ :J cu CJ -1 Vl 0 U 0 '- 00 W'Ci o -0 C cu 'i: o .".. r-- -0 0'> o 0 o 00 3: en CJ ~ r-- cu 0 -1 .".. PBSI. I I I tems. Suramy Cabrera. MS. PEe our proposed senior structural engineer. was involved with the City of Sunny Isles Beach's government center design as well as other public buildings in south Florida. In addition. one of our proposed team mem- bers. Beatriz Rubiera. is a former employee of the post-ten- sioned engineer designing the majority of the post-tensioned structures in the Miami-Dade County area. Considering that this is a post-tensioned structure. Ms. Rubiera's experience preparing plans for this type of construction makes her well suited to understand the nuts and bolts for the building design and inspections. I I I I Why PBS&J? :1 PBS&j's size sets us apart. and we pride ourselves on our reputation. We have been in business for 49 years, and in those years. we have had explosive growth. We invest in the latest technology to keep our employees up-to-date with the latest this industry has to offer. ,I PBS&I has a wide area network (WAN) consisting of over 80 offices and 4,200 computers. This network is redundant and supplies remote access capabilities. Within each office is a gigabit switched architecture with a multi-gigabit backbone. Utilizing Microsoft's Windows Server platform and industry standard TCP/IP protocol. each office can share files. collabo- rate on projects. and access server and Web-based applica- tions. Communication amongst our professionals provides our engineers the opportunity to share project experience. resulting in an unmatched knowledge database. Our structural engineers have in-house access to cost estimators. general contractors, scientists. engineers, and architects. Any issue that may arise on a project can be handled by in-house staff quickly and efficiently. I I I I I I Present and Projected Workload PBS&j makes the commitment that all key personnel on the proiect team will be dedicated and available as necessary to meet the needs of the City of Sunny Isles Beach. The cur- rent and projected workload of our staff is such that we can immediately proceed with the City's project assignments. The personnel identified in our proposed organizational chart are available for immediate assignment to this contract. I I All PBS&j project managers and staff realize that on-time delivery is a key element in meeting our commitments to clients. Because of our resources and qualified personnel. PBS&j is able to overcome any unforeseen delays by assigning additional capable staff from our 3,800 nationwide profes- sionals who could be assigned to this project. We take great pride in our history of providing quality. timely services for our clients and are confident that we have the available staff to meet your needs for this project. I I I 0001 :F009140:0609 7 Financial Information PBS&j's gross revenue exceeded $617 million for the year ended September 30.2008. Fiscal 2008 marked PBS&j's 32nd consecutive year of profitable operations. As of June 3. 2009. the firm had a credit line with Bank of America in the amount of $60 million and had availability of $39 million. In Section 2 - Additional Information. we have included our audited financial statements for the past two years including a reference letter from Bank of America. Bonding Information PBS&j is not a contractor: thus. the language in the request for qualifications (RFQ) (page 4) that refers to bonding capacity is not applicable to the firm. Corporate Charter We have included our corporate charter at the end of this section. Professional Licenses We have included our professional licenses at the end of this section. Insurance We have included our sample insurance certificates in Section 2 - Additional Information. Contact Person Suramy Cabrera, MS, PE Structural Group Manager 2001 Northwest 107th Avenue Miami. Florida 33172-2507 phone: 305.592.7275, ext. 3474 Fax: 305.597.0229 E-mail: scabrera@pbsj.com Ms. Cabrera's qualifications and experience have been included on page 9. In addition, her resume has been included in Section 2 - Additional Information. Proposed Personnel PBS&j has assembled an exceptional group of professionals who will work closely with the City of Sunny Isles Beach staff to ensure complete project success. The PBS&j team has the depth of experience, the quality of management. technical expertise. state-of-the-art resources. and quality assurance/control procedures in place to provide PBS&I Reliability. (h.-soufces, Relationships PBSI. I I 8 PROJ EeT TEAM I I I I Principal-in-Charge Shad Shafie, PE Project Manager Jonathan Kreiner, Ph.D., PE I I Senior Structural Engineer Suramy Cabrera, MS, PE I Engineers Douglas Ramirez, MS, EI Maria Hernandez-Gutierrez, EI I I the City with the services it expects and requires to fulfill this important contract. I PBS&I's team is capable of working on one or more seg- ments of any project to meet any schedule, and will provide the project management needed for the project. The team is also supported by other PBS&J personnel to facilitate imple- mentation of this project. If necessary. this team can also be supplemented by other experts in PBS&j's facilities. environ- mental. construction. transportation. and federal groups, or from any of the other PBS&j service disciplines. I I I In addition to the named project team, PBS&J has additional support staff available to resolve specialized technical issues that may arise. This personnel resource includes 3.800 employees in over 80 offices located across the United States and worldwide. offering a depth of knowledge on a range of topics that could prove invaluable to the timely completion of this project. Our proposed organizational chart is included above. In addition, resumes for our proposed team members have been included in Section 2 - Additional Information. I I I Following is a summary of the experience and skills of our proposed team members. I 0001 : F0091 40:0609 PBS&J .. Reliability. Resources. ReI,llionships PBSI. Designers Francisco Alvarez Beatriz Rubiera ;;;;.. Shad Shafic, PE Principal-in-Chargc Mr. Shafie has over 15 years of experience in the structural design of a wide variety of projects. constructed of structural steel. cast-in-place concrete. precast and prestressed con- crete, composites, masonry. and wood. Clients have included school districts, federal Department of Defense (DoDl. state agencies. county governments. industrial plants. and reli- gious facilities. Mr. Shafie has experience with building code development and enforcement in high wind areas and was involved in the development and research of the building code for windstorm resistant construction for Texas. He was also responsible for inspection oversight and inspector training. As a structural engineer. Mr. Shafie works with all disciplines to develop the optimum structural design, which meets the owner's criteria. Once the structural systems are defined, he heads the effort to develop all structural calculations. work- ing drawings. and specifications. taking time to coordinate with other disciplines. I I lonathan Krciner, Ph.D., PE Projcct Managcr A division manager in PBS&I's architecture and engineering division. Dr. Kreiner has 17 years of primarily structural engi- neering. project management. college-level instruction. and general construction experience for varied public agencies and private companies. He previously served as partner and owner of his own design-build business where he directed. managed, and provided administration of both design and construc- tion activities. He also served as an adjunct professor at the Florida Institute of Technology, providing on-call teaching and instruction of civil and structural engineering-related courses to both undergraduate and graduate engineering students. I I I I I Suramy Cabrera, MS. PE Scnior Structural Engineer 1'v1s. Cabrera serves as group manager for PBS&j's south Flor- ida structural division. She has II years of extensive structural engineering experience primarily involving structural design and construction management. Prior to joining PBS&]. Ms. Cabrera was president of her own company; a building plan reviewer for the Miami-Dade County Building Department; a construction manager for the Miami-Dade County Gen- eral Services Administration/Construction Management and Renovation Services (GSA/CMRS); and a structural engineer for various other consulting engineering companies. I I I I Douglas Ramircz, MS, EI Engineer Mr. Ramirez has over six years of experience in engineering including the structural design of a wide variety of projects as well as field experience in performing assessments on hurricane-damaged structures. He has managed and worked on the structural design of a variety of projects that have been designed with structural steel. cast-in-place concrete. precast and prestressed concrete. composites, masonry. and wood. The clients have included industrial plants. federal 000, state agencies. school districts, county governments, and private enterprises. Mr. Ramirez also has a wide range of experi- ence in residential design. construction. and inspections. His inspection experience includes threshold inspections of South Dade Middle School (State School SS-I). a new Staples Office Supply store. and numerous residential and Federal Emergency Management Agency (FEMA) inspections. I I I I I I I I 000 I : F0091 40:0609 PB~&J ... Reli,lhility, Resources. Relationships PBSI. 9 Maria Hernandez-Guticrrez, EI Engineer 1\1s. Hernandez-Gutierrez is a structural engineer in PBS&j's strLlctural division in the Miami. Florida office. She has ten years of structural engineering experience primarily involving low-rise, residential. and commercial buildings. Ms. Hernan- dez-Gutierrez has significant experience in regulations from the Occupational Safety and Health Administration (OSHA). Florida Building Code (FBC). American Concrete Institute (ACI). American Society of Civil Engineers (ASCE), Concrete Reinforcing Steel Institute (CRSI), American Institute of Steel Construction (AISC). and International Code Council (ICC). Her software experience includes Random Access Memory (RAM) and Portland Cement Association (PCA) programs. ENERCALC. HBPILECAP, RISA-3D. and AutoCAD. Francisco Alvarez Designer Mr. Alvarez is a designer with PBS&j's structural division in the Miami. Florida office. He has 23 years of civil engineering and computer-aided design (CAD) experience involving inter- preting code requirements and performing structural analysis and design using structural analysis and drafting aids. Beatriz Rubiera Dcsigncr Ms. Rubiera is a designer with PBS&j's structural division in the Miami. Florida office. She has 22 years of civil engineer- ing and CAD experience involving structural analysis and design, preparing structural models in Risa. ETABS. and other structural analysis software. and drafting. Public Entity Crimes Form A sworn statement pursuant to Section 287. I 33(J)(Al. Florida Statutes. on Public Entity Crimes. has been included in Sec- tion 2 - Additional Information. Non-Collusive Affidavit The non-collusive affidavit has been included in Section 2 - Additional Information. I I I I I I I I I I I I I I I I I I I 10 certificate of Status Licensce Details Licensee Information Name: KREINER PHD, JONATHAN SABIA (Primary Name) Main Address: (DBA Name) 2180 Columbia Boulevard TITUSVILLE Florida 32780 BREVARD I certify from the records of this office that POST. BeCKLEY, SCHUH & JERNIGA~. (Ne. is a corporation organized under the laws of the State of Florida, tiled on February 29, 1960. County: Thr.: document number of this corporation IS 233840, License Mailing: I further certify Ihal said corporJ.tion has paid all fees due this office through December J I, 2009, thai its most recent annual report/uniform business report \vas tiled on Februal)' OJ, 2009, and its status is active. LicenseLocation: I further certify thai said corporation has not filed Articles of Dissolution ( further c~rtify that this is an electronically transmitted certificate authorized by section 15.lb. Florida Statutes. and authenllcaleu by thIS code. ()\}020J2J435\}~40t)141722524rt 1. license Information License Type: Rank: License Number: Status: Licensure Date: Expires: Professional Engineer Prof Engineer 54484 Current,Active 07/27/1999 02/28/2011 Givcn under my hand and the ureal Seal of the State of Florida al Tallahassee. the Capital. this the ThIrd day of February, 2009 Qualification Effective ~".~.'~ ~ ~'- ,~~ 9.1. .' _ ~\ .... "'. ...-....'" \~ ~. iJ ~~. ",f~ . . '.' ...... ~.1.~ Special Qualifications Building Code Core Course Credit Special Inspector Structura I 1 02/26/2001 07/27/1999 ~~ S5>rcrrlarl' af S5>talr Engineering ~\'l t (' II f If (Hr"l~) =--7 '" l " ~ ( Board of Professional Engineers POOl. Buckloy. Schuh. & Jernigan. Inc AU~t--.!..::~~ ~r>J,=, It',: ;,,"((','~,~"1!i1 of~':t1M -Ill~) ~ ~.I:'i.'I!"'t. t" n..... ."9.-'utor-J'"Iii s.e".~5 'r-Ill f',t.u ::tTri;)U(jt'.. L.oratcuor.a; Crglr..eer o.Jfv lCl"~d ul'd... C~11."'" 1:" r',If.J.. .<;lot1l.... tlplrolltUJn 28-FE8-11 A<lO'jot Nt) ::mllN7) CClr1rfieale of Authotll.aUon CA "40 " Architecture .;. STAr!::. Of FLORIDA t1CF...a,;,~n;; or.,.lIi~g:;ii,-~iilt~':~f,H;:~'~i::'lJH1Sk.,,':"t:.,.- SEa. :..-1) l~ 'l'''''''~ ..... ,,- "." ,..~--m;; l &l.H!.L~Q", :"~!l1",.'H. :......I<:_!I_';l,g-~X~ _I Th'" A-.C1~ r 'n...~ COfl POfi.A 1: j3( ".n...1 b.~<J... !3 C[il71'1~!) \t;,J.: Lt.. Pl'o-Y.ltlon3 "If ~~-"'r~"r 4tl ,..!:. IJl,?lt.U~ 1.IltO~ ''IB H. lyl.l l'v~! :t,=,;;J:.:r, S:':rf' 10 ,tf;i1:n""'l 1':1'" 'dell lIf. C!?;:O[:;;; ~"':';;'J:":' .3:nn: 20~ ':A.l'Il'A '~~-i~:~~~:';' ;:'H,l.;lCl;,;"-. r,II",I:' s.r:"SlkT"';l1T Surveying - I STATE: Of FlORIDA ::.~"'''~I(r.r. c::,. ll~l;a'n',:~ .un: ~.::"'Jl~~:,,1l''''':. n:u:t....:-f:-;N 9-(''''"(' ", I'll""" $!.'II"''!"('':P,~ . "'1""..1':11.; Sf()&t .'J~"il _. .._ ..., , ._tTI~~:!;!!f;j; .~,~_LEL.:'l!l.H IHH:...~lii Ut..t_ _ _ r".. :S;Il'l'''aT;rl~ .. lo'I.Il.I'PUf'; nll,;;;Iflt.:l~ ,.......~ h...l",... :~ t'1!.'1'~"tU] ~~~~.~~:~1"~:~~71~~; :L --~~~:'" 1.1. P:l. ~n~'loj~l1"~~~ih~:lj~k~i-:. -';;;tL.~.a..... 30n! 2J" ':'.l.."'f-J. (,~Ar<..rl' ('"15':' (J()'Il:IIN~'" q'-^~~~~J:~.lll~;i""'.- [~uulscape Architecture STATE O~ '-LOAIOA .-' Mil..~':ld~ri' O'F- BO"S:/f'J:3! .l.."r.;l fROIT_S3!O':f\l n::w-.....-:-t:'tN 1IIIiE:a.':':'l;":I';"'~J ~;i~~f~l ~3~.~ ,AJl~:n;"!"~'ll S€~~ .1'L'I:!'''' !10/10/4'I'\I; ;.:r:~P~.I'_'!..~1) !L';r;;]';!9'~:01 _ ',;~,'^ I'. '''I['''',~"')~''<::~::::",i':y;:'>.._,,, ':~.'dJ 'l:..:z :..ufUSCAPO: "'P(,H:,~~~": Iltl(;UI~" ....:l"'~ l.loil..Oltl lU.:; ~5Jr5r~R5D ~a<l.r ':~,"-~",~-::j,/:Qr..."'1~ '-c.,4r';:g-r 11:'~ ~~ t'YiI;,..",ri\lr. .i.:'.., Pl:)'~ 1':. H.Oi iJ*i~O:if~s a::.: _} TAMPA I:' J H 0' L....:.~:':.:O: C'ld-~ tOOJ'''~h'j'l.I ..~6i;y~-~~i~' -':J :-.:'::r_ ......~..m....L1if.liD ::rt ...,', 0001 :F009140:0609 I'BS&) ... Reli,lhility. Resources. Relationships PHSI. I I I I I I I I I I I I I I I I I I I II Additional Information The PBS&/ team comprises a qualified and experienced resource base to provide the diversified serviccs necessarJl to meet the requircmcnts of the City o{ Sunny Isles Beach. Exceptions to the Contract With regard to the City of Sunny Isles Beach Threshold Inspection Services Agreement with Contractor, PBS&J has the following exceptions: On page 19, Section 10. Indemnification, please consider replacing the language with the following: "Consultant shall indemnify and hold harmless the City, and its officers and employees, from liabilities, damages, losses. and costs, including, but not limited to, reasonable attorneys' fees, to the extent caused by the negligence. recklessness, or intentionally wrongful conduct of the Consultant and other persons employed or utilized by the Consultant in the performance of the contract." On page 21, Section 17. Arbitration, please consider replac- ing the language with the following: "If a dispute arises out of or related to this Agreement or the breach thereof, the parties will attempt to settle the mat- ter between themselves. If no agreement can be reached the parties agree to use mediation with a mutually agreed upon mediator before resorting to a judicial forum. The cost of a third party mediator will be shared equally by the parties. In the event of litigation, the prevailing party will be entitled to reimbursement of all reasonable costs and attorneys' fees." Other Requested Information As per the request for qualifications (RFO), attached are the following items: . Audited financial statements . Insurance . Resumes . Public entity crimes form . Non-collusive affidavit . Complete RFQand Addendum No. 0001 : F0091 40:0609 PBS&J ... Reli.lhility. Resources. Relationships PBSle I I I I I I I I I I I I I I I I I :1 I 0001 :F009140:0609 Audited Financial Statements PBS&I ... Reliahility. Resources. Rel.Hiol1ships 12 I P851. 13 ,I I I I I I I I I I I I I I I I I I I The PBSJ Corporation Audited Consolidated Balance Sheet and Income Statement and Cash Flows Years Ended September 30, 2008 and 2007 For a complete set of The PBSJ Corporation September 30, 2008 financial statements, please go to http://idea.sec.gov/Archives/edgar/datalII17414/000119312508257171/dIOk.htm 14 I I THE PBS./ CORPORATION Consolidated Balance Sheets (Amollllls in thaI/sands. except shares and per share amol/llls) Assets Current Assets: Cash and cash equivalents Accounts receivable. net Unbilled fees Deferred income taxes. current Other current assets Total current assets I September 30, 2008 2007 I $ 4.049 102.492 76.742 3.598 6.231 193.112 s 8.481 83.485 78.511 3.183 I 73. 660 I Property and equipment. net Cash surrender value of life insurance Deferred income taxes Goodwill Intangible assets. net Other assets Total assets 35.945 11.227 34,932 10.687 11.558 21.692 886 4.954 258.369 I 23,07 1 1.273 4.049 268.677 s I $ I Liabilities and Stockholders' Equity Current Liabilities: Accounts payable and accrued expenses Stock redemption payable Accrued reimbursement liability Current portion of long-tenn debt Current portion of capital leases Accrued vacation Billings in excess of costs Deferred income taxes. current Total current liabilities Deferred income taxes. non current Long-tenn debt, less current portion Capital leases. less current portion Deferred compensation Other liabilities Total liabilities Stockholders' Equity: Common stock. par value $0.00067, 15.000,000 shares authorized, 6,862.009 shares issued and outstanding at September 30. 2007 Common stock Class A, par value $0.00067, 15.000,000 shares authorized, 5.822,649 shares issued and outstanding at September 30, 2008 Common stock Class S, non-voting, par value $0.00067. 5,000.000 shares authorized. no shares issued or outstanding at September 30. 2008 and 2007 Preferred stock, par value $0.00 I. 10,000,000 shares authOlized, no shares issued or outstanding at September 30, 2008 and 2007 Retained earnings Accumulated other comprehensive loss $ 98,172 $ 85,135 7.522 2.186 8,385 7,134 512 297 347 13,394 12,518 5.763 3.943 27,909 134.468 138,749 9,382 5,885 6.397 138 358 12.325 13,364 40,228 21.405 202.426 180.273 I I I I 5 I 4 I I Employee shareholders' loans. unearned compensation and other Total stockholders' equity Total liabilities and stockholders' equity 66,345 81,040 (7j ( 1.246) (91) (1,703) 66.251 78.096 $ 268.677 S 258,369 I The accompanying notes are an imegrn! part of these conso!id(l(edjinancia! st(l(ements I I I For a complete set of The PBS] Corporation September 30, 2008 financial statements, please go to http://idea.sec.gov/Archives/edgar/data/1117414/000119312508257171/dIOk.htm 15 I I I PBSJ CORPORATION Consolidated Statements of Operations Years Ended September 30, (Amounts in thousands, except per share amounts) 2008 2007 2006 Earned revenues: Engineering fees S 617.945 S 581.465 S 537,242 Direct reimbursable expenses 149.696 123.540 105.635 Net earned revenues 468,249 457,925 431,607 Costs and expenses: Direct salaries and direct costs 168,829 164,764 158,38 I General and administrative expenses, including indirect salaries 278,093 262.383 250.145 Insurance proceeds and gain on recoveries, net of misappropriation loss (1,989) (1,613) Investigation and related costs 3,802 14,239 Total costs and expenses 446,922 428,960 421.152 Operating income 21,327 28,965 10.455 Other income (expense): Interest expense (987) ( 1,520) (2,066) Other, net 47 98 302 Total other expense: (940) ( 1.422) (1.764 ) Income before income taxes 20,387 27 ,543 8,691 Provision for income taxes 4,915 8.445 3,286 Net income S 15.472 S 19,098 S 5.405 Net income per share: Basic S 2.55 S 3.05 S 0.81 Diluted S 2.51 S 2.99 S 0.76 Weighted average shares outstanding: Basic 6,062 6,258 6,651 Diluted 6,156 6,390 7,118 I I I I I I I I I I I I I The accompanying notes are an integral part of these consolidated financial stateme/lls I I For a complete set of The PBSJ Corporation September 30, 2008 financial statements, please go to http://idea.sec.gov/Archives/edgar/data!1117414/000119312508257171/dl0k.htm I 16 I THE PHS.J CORPORA nON Consolidated Statements of Cash Flows I Years Ended September 30, (Dol/aI's in thousands) 200S 2007 2006 Cash flows from operating aetivities: I Net income 5 15,472 5 19,098 5 5,405 Adjustments to reconcile net income to net cash provided by operating activities: Decrease in cash surrender value of life insurance 88 I Depreciation and amortization 10,755 11,261 I \,013 Loss (gain) on sale of property and equipment 22 9 (517) Amortization of deferred gain on sale-leaseback of office building (1.331 ) (2,845) I Gai n from shares recovered (537) Gain from sale of marketable securities (271) Net loss recognized due to curtailment and settlement of deferred compensation plan 329 I (Decrease) increase in provision for bad debt and unbillable amounts \,766 ( 15) 617 Provision for deferred income taxes (10,726) 7,110 5,302 Provision for and amortization of deferred compensation and other 2,188 2,536 \,971 I Excess tax benefit on vesting of restricted stock (1,233) (851 ) Reversal of accrued reimbursement liability (2.382) (4,527) Change in operating assets and liabilities, net of acquisitions: I (Increase) decrease in accounts receivable (20.044 ) \,937 (14,614) Decrease (increase) in unbilled fees and billings in excess of cost 3.344 ( 16,452) 8,424 Decrease in assets held for sale 3,915 8,612 (Increase) decrease in other current assets ( 1.246) 277 ( \,003) I Decrease (increase) in other assets 911 797 (3,984 ) Increase (decrease) in accounts payable and accrued expenses 16,630 ( 135) (1,172) Decrease in liabilities of assets held for sale (2,099) (4,627) I Decrease in accrued reimbursement liability (3,817) (15,271 ) (6,589) Increase in accrued vacation 876 345 2,010 (Decrease) increase in other liabilities 16,162 (165) 784 I Net cash provided by operating activities 27,676 4,925 10,912 Cash flows from investing activities: Investment in life insurance policies (541 ) (632) (541) Acquisitions and purchase price adjustments, net of cash acquired (2,000) (200) (5,876) I Dividends reinvested in marketable securities (21) Proceeds from the sale of property and equipment 57 90 656 Proceeds from the sale of marketable securities 680 I Proceeds from the sale-leaseback of office building 21.350 Purchases of property and equipment ( 10.364) (10,294) (11,416) Net cash (used in) provided by investing activities ( 12,848) 10.314 (16,518) I Cash flows from financing activities: Borrowings under line of credit 175,654 228,940 100,662 Payments under line of credit (169,032) (230,072) (99,900) Principal payments under notes and mortgage payable (512) (512) (412) I Principal payments under capital lease obligations ( 1.216) (379) (412) Excess tax benefit on vesting of restricted stock 1,233 851 Proceeds from sale of common stock 2,076 4.276 I Employee shareholders' loans 1,537 (1,596) Payments for repurchase of common stock (29,000) (4,000) (21,154) Net cash used in financing acti vi ties (19,260) (6,768) (16,940) I Net (decrease) increase in cash and cash equivalents (4,432) 8,471 (22,546) Cash and cash equivalents at beginning of period 8,481 10 22.556 Cash and cash equivalents at end of period $ 4,049 5 8,481 5 10 I The accompanying notes are an il1legral part of these consolidated financial statements. For a complete set of The PBS] Corporation September 30, 2008 financial statements, please go to I http://idea.sec.gov/Archives/edgar/data/ 1117414/000 119312508257171 /d 10k.htm 17 I I I I I I I I I I I I I I I I I I I BankofAmerica ~__ ~. -A. Bank of America. N.A. 625 North ~la91E'1r Drive W8St Palm Beach, Florida 33401 tel 561.836.2354 fax 561.8382397 iamie. freemGl n(<:i)bankofa merica .com June 3, 2009 RE: The PBSJ Corporation To Whom It May Concern: The PBSJ Corporation ('Company") has been a client of Bank of America, NA (the "Bank") since July 1990 and maintains a significant banking relationship with us, including a $60,000,000 revolving line of credit. Currently, there is $39,316,666 available under this facility. Additionally, the Company has various deposit accounts with the Bank. The Company has abided by all the terms and conditions of its various agreements in a satisfactory manner. Should you require any additional information, please complete the attached Business Credit Inquiry Request Form and fax to the number indicated on the form. Normal turnaround time is three business days, at no charge. For a rush request (same day service), a $10.00 fee will apply. Please do not hesitate to contact me at the phone number shown above if you need allY additional information. Sincerely, Bank of America, NA J~~ Senior Vice President 0001 :F009140:0609 PBS&J ... Rl'liahiJity. Rc~ollrcCSt Rcl41tiol1~hirs MI. 18 I I I I I I I I I I I I I I I I I I I Bank of America ~ ~.~ ~ ACCOUNT VALIDATION BUSINESS CREDIT INQUIRY REQUEST FORM This form should be used to obtain a credit inquiry on a Bank of America business customer who has applied for credit with your company. · For same day service, fax your request to 1-900-733-2467. (Requests must be received prior to 3:00 p.m. -Local time, (A $10.00 fee will be charged to your phone bill.) · For a 3-business day service, fax your request to 1-415-343-9301. (There is no fee charged for this selilice,) Name of Business Business COl1tact Name Business Phone Number Business Fax Number Vendor/Re uestor Information (Please rint) Bank of America Customer's Information (Please print) Customer's Legal Name Parent Company's Name (if applicable) Customer's Address Customer's Tax 10 Number Account # ! smter Account # ~ State j o Establish new credit in the amount of $ Reason for Inquiry o Updating existing credit in the amount of $ ..If you are requesting infonnation on a consumer ::lccount you will also need to submit the customer's signed and dated authorization allowing Bank of America to release information to your company. Bank of America will prOVide account information, including but not limited to, opening date and average balance. Bank of America shall be held harmless from and against any claim or loss suffered or incurred as a result of the release or use of rnform::ltion herein requested 0001 :F009140:0609 PBS&I ... Reliahility, Resources, Relalionships PHSI. 19 I i I I I I I I I I I I I I I I I I I I 0001 :F009140:0609 Insurance PBS&I ... Rcli.lhiJity, I{csourccs, Rcl.ltiol1ships PBSI~ 20 ACORQ. CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YY) 09/23/08 1-866-220-4625 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. and Associates - Omaha Plaza INSURERS AFFORDING COVERAGE INSURED Post, Buckley, Schuh & Jernigan, Inc. d/b/a PBS&J 2001 NW 107th Avenue INSURER A: Zurich American Insurance Company/#16535 INSURER B Zurich American Insurance Company / #16535 I I INSURERC Steadfast Insurance Company/#26387 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TYPE OF INSURANCE POLICY NUMBER I POLICY EFFECTIVE I POLICY EXPIRATION I I 09/30/08 LIMITS GENERAL LIABILITY GLO 9139458-02 09/30/09 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Anyone fire) $ 1, 000, 000 MED EXP (Anyone person) $ 25, 000 PERSONAL & ADV INJURY $ 1, 000, 000 GENERAL AGGREGATE $ 2,000,000 . PRODUCTS - COMP/OP AGG i $ 2,000,000 I I I COMBINED SINGLE LIMIT 1$ 2,000,000 (Ea accident) X COMMERCIAL GENERAL LIABILITY CLAIMS MADE 0 OCCUR X Contractual Liability I B AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON-OWNED AUTOS X Contractual Liability IBAP 913 9457 - 02 09/30/08 09/30/09 BODILY INJURY (Per person) BODIL Y INJURY (Per accident) PROPERTY DAMAGE (Per accident) ~ARAGE LIABILITY ANY AUTO I C ~XCESS LIABILITY X OCCUR D CLAIMS MADE DEDUCTIBLE RETENTION $ 0 A I WORKERS COMPENSATION AND I EMPLOYERS' LIABILITY AUTO ONL Y . EA ACCIDENT OTHER THAN AUTO ONLY: EA ACC AGG $ $ $ $25,000,000 $25,000,000 IAUC I 508762104 09/30/08 09/30/09 EACH OCCURRENCE AGGREGATE WC 9139459-02 09/30/08 09/30/09 I X I WC STATU- I IOTH- . TORY lIMITSL-..LER I EL. EACH ACCIDENT - EL DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT $1,000,000 $1,000,000 $1,000,000 OTHER DESCRIPTION OF OPERA TIONS/LOCA TlONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Steadfast Insurance Company AM Best Rating = A XV Zurich American Insurance Company AM Best Rating = A XV CERTIFICATE HOLDER I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION "SPECIMEN" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRA TION DATE THEREOF. THE ISSUING INSURER WILL ~X~~MAIL 90 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. aUtnIU')UtXlll~X ~~IilC~~JOOl~~tilUiKlm~ilCIlQlSU>~~~~~tlfK:~MmciS~X ~~~~~~XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX AUTHORIZED REPRESENTATIVE ~~ @ACORD CORPORATION 1988 I ACORD 25-S (7/97) ganders on 9817806 (""orlifi,.....,to nolillon. h" rorlifi,.....,.oC't\lnlu _ un on., r.....nfirrn"lot ,..nm _ Q77 ~~o Q&::;(\fI 21 IMPORT ANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER I The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. I ACORD 25-5 (7/97) 22 I SUPPLEMENT TO CERTIFICATE OF INSURANCE DATE 09/23/08 I NAME OF INSURED: Pos t, Buckley, Schuh & Jernigan, Inc. d/b/a PBS&J I Additional Insured on the General Liability & Auto Liability on a Primary & Non-Contributory basis, including completed operations "Where Required by Contract" (GL ONLY). General Liabiltiy Aggregate limit applies per Project Blanket Additional Insured Lessor/Loss Payee on the Auto Liability. Waiver of Subrogation on the General Liability Auto Liability, and Workers Compensation "Where Required by Contract". Umbrella follows form to the Additional Insureds on the General Liability. I I NOTICE OF CANCELLATION WORDING: SHOULD ANY OF THE DESCRIBED POLICIES ON THE CERTIFICATE BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE 60 OR 90 DAYS WRITTEN NOTICE "WHERE REQUIRED BY CONTRACT" EXCEPT 10 DAYS NOTICE FOR CERTIFICATE HOLDER NAMED ON THE ATTACHED CERTIFICATE. ISSUING INSURER WILL MAIL 30, NON-PAYMENT OF PREMIUM TO THE I I I I I I I I I I I I I I SUPP (10/00) 23 I ACORD", CERTIFICATE OF LIABILITY INSURANCE r DATE (MWD[){yYVY) 9/30/2009 9/25/2008 PRODUCER Lockton Companies, liC-l Kansas City THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 444 W. 47th Street, Suite 900 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Kansas City MO 64112-1906 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (816)%0-9000 INSURERS AFFORDING COVERAGE NAIC# INSURED POST. BUCKLEY. SCHUH AND JERNIGAN. INC. INSURER A: LLOYDS OF LONDON A XV 1307320 DBA PBS&J INSURER B: 2001 NW 107 AVENUE INSURER C: MIAMI A.. 33172-2507 INSURER D: INSURER E: COVE S THIS CERTFICA TE OF INSURANCE DOES NOT CONSlTTVTE A CONTRACT BETWEEN TIlE ISSUING I il I I RAGE PD IHSURERls'. AUTHOAIZJ:D REPRESENTATIVE OR PRODUCER AND THE CERTlFICATE HOLDER. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ~~~: "8AL.J.~YJa6~E "&~fJt~rXh~N UMITS LTR TYPE OF INSURANCE POUCY NUMBER GENERAL UABIUTY EACH OCCURRENCE < XXXXXXX - g~~:::~J91.~r~ra\ COMMERCIAL GENERAL UABIUTY NOT APPLICABLE $ XXXXXXX - ~ CLAIMS MADE 0 OCCUR MED EXP (Anyone person) $ XXXXXXX - PERSONAL & ADV INJURY $ XXXXXXX - GENERAL AGGREGATE $ XXXXXXX - GEN'L AGGREGATE UMIT APPLIES PER: PRODUCTS. COMPIOP AGG $ XXXXXXX "I POUCY n jffi n LOC ~UTOMOBILE UABIUTY COMBINED SINGLE LIMIT $ XXXXXXX ANY AUTO NOT APPLICABLE (Ea accident) - - ALL OWNED AUTOS BOOIL Y INJURY $ XXXXXXX SCHEDULED AUTOS (Per person) - ~ HIRED AUTOS BODILY INJURY $ XXXXXXX NON-OWNED AUTOS (Per accident) ~ ~ PROPERTY DAMAGE $ XXXXXXX (Per accident) RRAGE UABlUTY AUTO ONLY. EA ACCIDENT $ XXXXXXX ANY AUTO NOT APPLICABLE OTHER THAN EAACC $ XXXXXXX AUTO ONLY: AGG $ XXXXXXX OCESSlUMBRELLA UABlUTY EACH OCCURRENCE S XXXXXXX OCCUR 0 CLAIMS MADE NOT APPLICABLE AGGREGATE $ XXXXXXX $ XXXXXXX R 0 UMBRELLA DEDUCTIBLE FORM $ XXXXXXX RETENTION S $ XXXXXXX WORKERS COMPENSATION AND I T~2 STAT~~ I TOTH. NOT APPLICABLE RY UMIT ER EMPLOYERS' UABIUTY ANY PROPRIETOAIPARTNERiEXECUTlVE EL EACH ACCIDENT $ XXXXXXX OFFICERiMEMBER EXCLUDED? E.L DISEASE. EA EMPLOYEE $ XXXXXXX ~~Eb~~~~v'ls?OOs below E.L DiSEASE. POLICY LIMIT $ XXXXXXX A OTHER LDUSA0800811 9/30/2008 9/30/2009 $1,000.000 EACH CLAIM & A CLAIMS-MADE FORM $1.000.000 ANNUAL AGGREGATE. PROFESSIONAIJPOLLUTION 11111/1961 RETRODATE. LIABILITY DESCRIPTION OF OPERATIONS I LOCA nONS I VEtiICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER 3912819 SPECIMEN FOR PROPOSALS ONLY CANCELLATION I I I I I I I I I I I I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEUED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER W1U ENDEAVOR TO MAIL 30 DAYS WRmEN NOTICE TO THE CERTlRCA TE HOlOER NAMED TO lliE LEFT, IlUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABlUTY OF ANY KIND UPON lliE INSURER, rrs AGENTS OR I I. ACORD 25 (2001/08) @ACORD CORPORATION 1988 24 I 'I I I I I I I I I I I I I I I I I I 0001 :F009140:0609 Resumes PBS&J ... Reliability, Resources. Relationships PBSI. I 25 Shad Shafie, PE Associate Vice President/Architectural-Engineering (A-E) Regional Business Sector Manager PBS&J I I Education B.S., Architectural Engineering, University of Texas, 1994 I Reg istrati ons/Licenses Professional Engineer Florida 55764, 2000 Kansas 15625, 1999 Pennsylvania 072164, 2005 Puerto Rico 19775, 2003 Texas 86812, 2000 Michigan, 52375, 2005 I I I I I I I I I I I I ,I I I I Mr. Shafie serves as A-E division manager responsible for overseeing and expanding the A-E programs in Florida and Texas and has over 15 years of experience in the structural design of a wide variety of projects. The projects are constructed of structural steel, cast-in-place concrete, precast and prestressed concrete, composites, masonry, and wood. Clients include industrial plants, airports, Department of Defense (000), state agencies, school districts, county governments, and religious facilities. Notable projects include the Texas Turnpike Authority's (TT A) Customer Service Center, the Indiana Air National Guard (ANG) Aircraft Shelter, Luis Munoz Marin International Airport's (LMMIA) Airport Rescue and Firefighting Facility (ARFF), the Florida Department of Transportation's (FOOT) Tampa Bay Sunguide Center, Wittman Regional Airport's air traffic control tower (A TCT) and base building, Palm Beach International Airport's (PBIA) Administration and Communications Building, Cessna Citation Parts and Distribution Center, Kansas ANG's Base Civil Engineering Facilities, and the Royal Caribbean Reservation Center. As a structural engineer, Mr. Shafie works with all disciplines to develop the optimum structural design to meet owner criteria. Once the structural systems are defined, he leads the effort to develop all structural calculations, working drawings, and specifications, while coordinating with other disciplines. Mr. Shafie's representative project experience includes: Bartram Trail Branch Library Addition, St. John County Public Library System, Bartram, Florida. Mr. Shafie was lead structural engineer for this one- story facility, which was an addition to an existing building and had a budget of S880,000. The 5,000-square-foot (sf) addition was designed using the exterior load-bearing masonry walls and prefabricated wood roof trusses. New Alumni Center, Kansas State University (KSU), Manhattan, Kansas. Mr. Shafie was a project engineer for this three-story, 52,000-sf facility. It was designed with a steel frame with composite floors and steel trusses for the roof framing. Maintenance Material and Facilities Operations Center, New Flammable Storage Building and Aggregate Storage Bins, Miami-Dade County Public Schools (M-DCPS), Miami, Florida. Mr. Shafie served as lead structural engineer. This project involved the addition of a new one-story facility and cast- in-place concrete aggregate storage bins. The building was designed with load- bearing masonry walls and prefabricated light-gage steel trusses. Storm Shelter, Jefferson Elementary Multipurpose Addition, Wichita, Kansas. Mr. Shafie was the project structural engineer for this one-story facility. The facility is utilized as a gymnasium and was designed to resist 250-mph wind loads as specified in FEMA 361 "Design and Construction Guidance for Community Shelters." This document was not published during design, but the facility was included in the document as a prototype shelter design. The building was designed with precast concrete walls and prestressed concrete double tees. ATCT, Georgetown Municipal Airport (GTU), Georgetown, Texas. Mr. Shafie was lead structural engineer for the project. This II O-foot tower has a total cost of S 1.8 million. The tower is designed with precast concrete walls for the shaft and a steel-framed control cab. PBSle I I 26 I Shad Shafie, PE Associate Vice President/Architectural-Engineering (A-E) Regional Business Sector Manager I Administration and Communication Building, PBIA, West Palm Beach, Florida. Mr. Shafie was lead structural engineer on this project for Palm Beach County. The project consisted ofa S7.5 million facility with a 30,000-sffloor plan. The building utilized exterior load bearing tilt-up concrete panels and an interior steel-column grid. The floor was framed with a steel-composite floor system, and the roof consists of steel bar joists. I New Airport Terminal, Winter Haven Municipal Airport (GIF), Winter Haven, Florida. Mr. Shafie was lead structural engineer for the new 13,000-sf tenninal for GIF. The project cost for the building and the site was S2.5 million. The project consisted of exterior load bearing masonry walls, an interior steel- column grid, and a prefabricated wood-truss framed roof. I I Snow Removal Equipment Storage Facility, Pittsburgh International Airport (PIT), Pittsburgh, Pennsylvania. Mr. Shafie was the quality control structural engineer for this project. This one-story, 50,000-sf facility was designed as a steel-framed structure with a steel bar joists roof. I I A TCT and Base Building, Wittman Field Airport (OS H), Oshkosh, Wisconsin. Mr. Shafie was the structural project manager/quality control structural engineer for the project. This l30-foot, 12,333-sf tower had a budget of S6 million. The tower was designed with precast concrete walls for the shaft and a steel-framed cab. The base building was designed with load-bearing masonry exterior walls and precast hollow-core panels for the roof. I I Relocate/Expand Security Checkpoint, Sarasota-Braden ton International Airport (SRQ), Sarasota, Florida. Mr. Shafie was lead structural engineer for this one-story elevated facility that was designed to match the existing construction of the tenninal. The building is supported on a pile foundation, and the floor and roof were designed using a concrete pan joist system. I I Aerospace Ground Equipment (AGE) Facility, MacDiII Air Force Base (AFB), Tampa, Florida. Mr. Shafie was lead structural engineer for this one- story, l8,000-sf renovation that had a project cost of S21 0,000. This project involved the renovation of the existing I 940s and 1970s portions of the building. The rooffor the I 940s part of the building was replaced, and the existing masonry walls were reinforced to meet 000 blast requirements. I I Aircraft Shelter, Indiana ANG, Fort Wayne, Indiana. Mr. Shafie was the lead structural engineer for this two-bay facility. It was designed to shelter two aircrafts. The hanger portion of the building was designed as a premanufactured metal building. The mechanical rooms were designed with load-bearing exterior walls and a steel bar joist roof. The design also considered the expansion of two future bays to the facility. I I ARFF Facility and Security Guardhouse, LMMIA, Carolina, Puerto Rico. Mr. Shafie was lead structural engineer for this 19,000-sf, one-story facility that had a total project cost of $3.8 million. The five-truck bay facility consists of cast-in-place exterior load-bearing walls, and the roof was designed utilizing long-span steel bar joists. I I Tampa Bay Sunguide Center, FDOT District Seven, Tampa, Florida. Mr. Shafie was lead structural engineer for this two-story, 21 ,OOO-sf facility. The facility consists of masonry exterior walls with interior steel columns. The second floor and roof framing were framed with steel bar joists. The design of I P85le 27 ,I I Shad Shafie, PE Associate Vice President/Architectural-Engineering (A-E) Regional Business Sector Manager this facility was enhanced to perform as an emergency operations center (EOC) during a high-wind event. I TT A Customer Service Center, Austin, Texas. Mr. Shafie was lead structural engineer for this two-story facility designed for the Texas Department of Transportation's (TxDOT) TT A division. The total cost of the project was 57 million with a 25,000-sf floor plan. The building was designed using structural steel framing with steel composite floors. The roof consists of steel trusses. I I I Child Care Facility, FOOT District One, Bartow, Florida. Mr. Shafie was lead structural engineer for this one-story facility. The project was a renovation of an existing building with a budget of $300,000. The building was designed using the existing masonry exterior walls and new light-gage steel trusses. I Port Manatee Access Control/Security Center, Manatee County, Florida. Mr. Shafie was lead structural engineer for this one-story, II ,214-sf facility for the Manatee County Port Authority. With a project cost of $2.5 million, the facility consists of exterior load bearing masonry walls with interior steel columns and steel bar joists. I Hays County YMCA, Buda, Texas. Mr. Shafie was the lead structural engineer for this new one-story, 28,000-sffacility, which included the design of an exterior pavilion and shade structure. The $5.6 million building consists of a steel-framed structure with masonry interior and exterior walls. The roof is framed with traditional steel bar joists and long-span bowstring joists over the workout room and the indoor pool. I I I Recreation Center Addition, City of Georgetown, Georgetown, Texas. Mr. Shafie was the lead structural engineer for this one-story, 42,000-sf addition. The project has a budget of 58.5 million. I New Aquatic Center, Frank Brown Park, Panama City Beach, Florida. Mr. Shafie was the lead structural engineer for this project, which involved the design of a one-story facility constructed with masonry walls, prefabricated trusses, and a separate prefabricated canvas enclosed pool facility. I Medical Office, Sandhill Orthopedic and Sports Medicine, Garden City, Kansas. Mr. Shafie was the project structural engineer. The one-story facility was designed with load-bearing, light-gage steel framing. The roof was designed using prefabricated wood trusses. I I Professional Affiliations American Concrete Institute (ACI) American Society of Civil Engineers (ASCE) Florida Engineering Society (FES) National Council of Examiners for Engineering and Surveying (NCEES) Structural Engineering Institute I I I I PBSI. I 28 I Jonathan S. Kreiner, Ph.D., PE Division Manager PBS&J I Education Ph.D., Civil Engineering- Structures, University of Florida, 1996 M.S., Civil Engineering - Structures, University of Illinois, 1993 B.S., Ocean Engineering- Structures, Florida Institute of Technology, 1991 I I I Reg istrati ons/Licenses Professional Engineer Florida, 54484, 1999 U.S. Virgin Islands, 609E, 1996 I I Certifications Certitied General Contractor (CGC), Florida (062005), 2002 Certitied Special Building Inspector (CBI), Florida (2012),2001 Professional Association of Diving Instructors (P AD\)-Certified Rescue Scuba Diver, 1995 PADI-Certified Medical First Aid and CPR, 1995 I I I I I I I I I I I Dr. Kreiner is a division manager in PBS&J's architecture and engineering division in the Orlando, Florida office. He has 17 years of primarily structural engineering, project management, college-level instruction, and general construction experience for varied public agencies and private companies. His relevant computer skills include: Systems: Apple/MAC, MS-DOS/Windows, UNIX. Languages: BASIC, FORTRAN, PASCAL, MACHINE, HYPERSCRIPT. Programs: ACAD, Excel, SST AN, ANSYS, MathCAD, STRUCAD3D, RAM STEEL, PATRAN, PCABEAM/COl, WAllDEZ, ADAPT, WordPerfect, Microsoft Word, ENERCAlC, STAADIII. Dr. Kreiner's PBS&J project experience includes: Seminole Community College Building "K" Renovations, Seminole County, Florida. Senior engineer responsible for the production of structural design documents used for pennitting and construction purposes. This extensive $ 12 million renovation project was for the Seminole Community College campus, and the project objective was to improve and expand an existing 35,000-square- foot, 25-year-old facility into a new 70,000-square-foot facility. Stovall Building Repairs, Citrus County, Florida. Senior engineer responsible for the production of structural design documents used for permitting and construction purposes. This $ I million renovation project for Citrus County involved structural, mechanical, and electrical disciplines. The project objective was to improve various structural and mechanical systems for an existing 25,000-square-foot, six-year-old facility. Harry Potter Land at Universal Studios, Orlando, Florida. Senior engineer responsible for the production of structural design documents to be used for a variety of new attraction facilities at Islands of Adventure - Universal Studios, Florida. The new $200 million development project included the complete replacement and expansion of an older attraction facility. Mexico Pavilion Renovations at The Experimental Prototype Community of Tomorrow (EPCOT), Orlando, Florida. Senior engineer responsible for the production of structural design documents to be used for pennitting and construction purposes. This S I million renovation project was for Walt Disney World's EPCOT Center, and the project objective was to improve and expand an existing tequila bar, kitchen area, restrooms, and cantina. ARAMCO Corporate Data Center, Dhahran, Saudi Arabia. Senior engineer responsible for structural quality control review of construction documents. This extensive $800 million development project was for the Saudi Arabian Oil Company. The project objective was to ensure that structural engineering practices complied with applicable building codes, industry standards, and ARAMCO standards for a new 400,000-square-foot facility. PBSle 29 I Jonathan S. Kreiner, Ph.D., PE Division Manager I I Before joining PBS&J, Dr. Kreiner's work history included: I Department of Civil Engineering, Florida Institute of Technology, Melbourne, Florida. Adjunct professor for on-call teaching and instruction of civil and structural engineering-related courses to both undergraduate and graduate engineering students. Subject duties perfonned as needed and requested by the department. I I International Construction & Engineering, Inc., Titusville, Florida. Partner and owner of design-build business. As director/project manager, directed, managed, and provided administration of both design and construction activities. Performed engineering forensics, peer reviews, and expert witness testimonies for various legal cases. Key marketer for multimillion-dollar projects. In charge of all funds and securities of the corporation (treasurer). Kept full and accurate accounts of receipts and disbursements in the corporation books. Disbursed and supervised corporation funds and investments as ordered and authorized by the Board. I I I Tilden Lobnitz Cooper, Inc. - Engineering for Architecture, Cocoa, Florida. As project manager, performed engineering designs, calculations, and field inspections on proposed facilities. Prepared engineering drawings and specifications. Performed structural forensic studies and peer reviews. Conducted accounting, marketing, and construction administration services. Executed architectural, electrical, mechanical, plumbing, and civil tasks. Prepared cost estimate reports. I I I Jenkins & Charland, Inc., Fort Lauderdale, Florida. As structural engineer, perfonned structural calculations, computer models, and field inspections on proposed facilities. Wrote field reports, reviewed shop drawings, coordinated with contractors during construction phase, and prepared engineering drawings, specifications, and cost estimate reports. I University of Florida, Department of Civil Engineering, Gainesville, Florida. As a graduate assistant, conducted static load tests for through-fastened metal roof and wall panels for the American Iron and Steel Institute and Metal Building Manufacturers Association. Wrote progress reports and proposals. Graded Numerical Analysis, FORTRAN, and Steel Design homework, proctored exams, recorded class grades, prepared class assignments, and conducted FORTRAN labs. I I Sputo Engineering, Inc., Gainesville, Florida. As engineering assistant, performed structural calculations and finite element models and inspections on proposed facilities. Conducted laboratory tests on construction materials and prepared engineering drawings. I I Publications Kreiner, 1.S., "Recommendation for the Standard Pullover Test, an Addendum to Static Load Tests for Through-Fastened Metal Roof & Wall Systems," American Iron and Steel Institute, Washington, D.C., 1997. Kreiner, 1.S., "A Proposed Design Criterion for Pullover, an Addendum to Static Load Tests for Through-Fastened Metal Roof and Wall Systems," American Iron and Steel Institute, Washington, D.C., 1997. Kreiner, J.S., Ellifritt, D.S., "Understanding Pullover, American Iron and Steel II I I PBSI. 30 I I I I Jonathan S. Kreiner, Ph.D., PE Division Manager Institute, 14th International Specialty Conference on Cold-Fonned Steel Structures," St. Louis, Missouri, 1998. I Honors and Awards Florida Institute of Technology, Dean's List, 1989-1991 I Patent, TC Manufacturing, Inc., 1992 University of Florida Graduate Assistantships, 1993-1995 University of Florida Graduate Fellowship, 1995 American Society of Civil Engineers (ASCE) Southeast Regional Concrete Canoe Champion, 1995 I I Professional Affiliations ASCE,1991-1997 Associated General Contractors (AGC), 1992 Florida Engineering Society (FES), 1993-1995 Society of Naval Architects and Marine Engineers (SNAME), 1991 American Iron and Steel Institute (AISI), 1994-2002 Florida Structural Engineering Society (FSES), 1996-1997 International Concrete Restoration Institute, 2004-2006 I I I I I I I I I I I I PBSI. I 31 I Suramy Cabrera, MS, PE Group Manager PBS&J I Education M.S., Structural Engineering, University of Central Florida, 1996 B.S., Civil Engineering, University of Central Florida, 1995 I I Reg istrati ons/Licenses Professional Engineer Florida, 56222, 2000 I I I I I I I I I I I I I I Ms. Cabrera serves as group manager for PBS&J's south Florida structural division. She has 11 years of extensive structural engineering experience primarily involving structural design and construction management. Prior to joining PBS&J, Ms. Cabrera was president of her own company; a building plan reviewer for the Miami-Dade County Building Department, where she was responsible for the review of compliance with building code standards for large and small projects specific to the structural discipline as well as meeting with design professionals to discuss and request changes to documents for safety and compliance with building code standards; a construction manager for the Miami- Dade County General Services Administration/Construction Management and Renovation Services (GSA/CMRS), where she was responsible for construction management of large- and small-scale projects including contract negotiations, plans review, invoice processing, inspections and site visits, change order reviews, and contract administration, as well as structural design of general obligation bond (GOB) projects including preparing calculations, construction documents, and specifications; and as a structural engineer for a major consulting engineering company in Miami, Florida. Ms. Cabrera's current general responsibilities with PBS&J include: . Manages south Florida structural division. . Designs and develops plans and drawings, which may include the development of preliminary layout and/or final drawings. . Organizes and conducts engineering investigations and planning work, and outlines and prepares reports or sections of reports. . Provides engineering services during construction activities by reviewing shop drawings for confonnance with specifications; prepares records and progress reports defining construction progress; observes construction procedures; and evaluates the results from quality control testing. . Researches the feasibility of alternative design approaches, site conditions, and regulatory agency specifications. . Contributes to the development of specifications and pennit applications, and writes miscellaneous reports. . Prepares preliminary man hour, cost, and material quantity estimates. . Participates in quality control checks, maintaining quality standards in all work produced, checking computations, and/or reviewing designs and drawings performed by others. Her relevant project experience includes: City of Sunny Isles Beach, Sunny Isles Beach, Florida. Structural engineer responsible for assisting the senior engineer in the structural design for a new 45,OOO-square-foot government complex inclusive of city hall, commission chambers, police facility, and a public library. Energy Demonstration Fitness Center at Tyndall Air Force Base (AFB), Tyndall AFB, Florida Panhandle. Senior structural engineer responsible for quality control/quality assurance review for this project. The scope of work involves providing full architectural services for this high-visibility showcase energy/sustainable development project that will be used to highlight the Air Force's success in the areas of energy and sustainable development. PBS&J is working with Tyndall AFB and the U.S. Army Corps of Engineers (USACE), PBSI. 32 I Suramy Cabrera, MS, PE Group Manager I Mobile District to design a new 82,478-square-foot fitness center. Featuring alternative sources of energy and "green-build" design principles, the fitness center will be designed to achieve the Leadership in Energy and Environmental Design (LEED) "silver" rating, with a goal of "gold" if additional funding becomes available. PBS&J led an initial three-day scoping charrette and is currently developing the design and construction documents. The charrette was conducted to determine the feasibility of constructing a new fitness center. Final products of the scoping charrette included a program document, site layout plan, designlconstruction schedule, and budget. I I I Publix Corporate Headquarters, Lakeland, Florida. Structural engineer responsible for assisting with the design of a new multi-phased corporate headquarters for Publix Super Markets. The first phase encompasses 320,000 square feet. I I Southwest Florida International Airport, Fort Myers, Florida. Structural engineer responsible for assisting with the design and construction management for phase I of this S 133 million project, which consisted of a new three-story, 700,000-square-foot tenninal building, three concourses, 28 gates, and a 3,000- car parking garage. Directly responsible for the design and construction management of the I ,400-foot-long by l80-foot-wide tenninal. I I Visa Corporate/Office Building, Miami, Florida. Structural engineer responsible for assisting with the design and construction management of a new two-building, 340,000-square-foot corporate office complex inclusive of executive offices, a secure computer operations center, and employee cafeteria. I I Deltona City Hall, Deltona, Florida. Lead structural engineer for the design of new city hall building accommodating all municipal functions including constitutional officers, administration, growth management, public works, "one- stop pennitting center," and a ISO-seat multipurpose commission chamber. I Key Biscayne Government Center, Key Biscayne, Florida. Structural engineer responsible for providing construction management for the new city hall, police headquarters, and public parking. I Florida Department of Transportation (FDOT), District Six. Bridge inspections for District Six. I Miami-Dade Water and Sewer Authority, Miami, Florida. Pump station inspection and data collection. I Miami Dade College (MDC), Building 9000, Miami, Florida. This project for MDC involves architectural and engineering design services for the Wolfson Campus Building 9000, which is situated on a demolished one-story 4, I 00- square-foot support service building site that is proposed to be transformed into an eight-story culinary arts building with a wine-tasting center, plus a mechanical equipment roof level. The work involves mechanical, electrical, and plumbing systems and conveyor systems; circulation spaces; hardscape and landscape design; engineering coordination with adjacent overhead Metromover track, Metromover right-of-way, and existing MDC chiller lines; design and coordination of new and existing support utilities, new structural components with existing adjacent structures, maintenance of traffic, and construction I I I I PBSI. 33 I I Suramy Cabrera, MS, PE Group Manager staging; design of signage and graphics; and full construction administration services. I I Brighton Charter School, Brighton, Florida. Structural manager responsible for structural design of a one-story, 29,000-square-foot classroom and auditorium facility for the Seminole Tribe of Florida. Structural system was open web steel joist over steel girders and load bearing masonry walls supported by a shallow foundation system. I Gulliver Preparatory School, Pinecrest, Florida. Structural engineer for design and construction management for the new two-story classroom facility. I School Board of Broward County, Middle School- Prototype MM and LL, Broward County, Florida. Structural engineer for the design and construction of two-story buildings encompassing 200,000 square feet. I I Florida International University, Miami, Florida. Lead structural engineer for the new facility, which includes ten wet research labs, 40 lab modules, five wet teaching labs, 12 faculty offices, administrative suite, aquarium room, and 100- seat seminar room. I Edison Preparatory, Miami, Florida. Lead structural engineer responsible for preparation of structural calculations and construction documents. I Cosme Water Treatment Plant B&G Shop and Investigations, Pinellas County, Florida. Structural engineer responsible for structural design of the proposed 2,200-square-foot, one-story building addition to the south of the existing water treatment plant. This project assignment is a work order under the City ofSt. Petersburg's four-year water, wastewater, and reclaimed water miscellaneous services contract. I I Downtown Dadeland, Miami, Florida. Lead structural engineer for this mixed- use complex situated on a 7.79-acre site. The project contains seven buildings up to seven stories high, two basement parking levels nearly 15 feet below grade, and 112,000 leasable square feet. I Before entering the professional sector, Ms. Cabrera also worked as a research assistant in the graduate program at the University of Central Florida. Her master's thesis included writing a program in Visual Basic to simulate the cyclic response of a concrete member of any diameter and length encased in a fiber reinforced plastic (FRP) jacket or steel jacket; developing equations to predict the shear strength of concrete members encased in a FRP jacket; and testing FRP-reinforced concrete beams. The research was sponsored by the University of Central Florida and FOOT. I I I Publications Minniran, A., Samaan, M., Cabrera, S., and Shahawy, M. "Design, Manufacture, and Testing of a New Hybrid Column." Construction and Building Materials. I I I PBSla I 34 ! I Douglas A. Ramirez, MS, EI Engineer PBS&J I Education M.S., Structural Engineering, Florida International University, 2005 B.S., Civil Engineering, Florida International University, 2003 I I Certifications Engineer Intern Florida, 1100009907, 2005 I I I I I I I I I I I I I I Mr. Ramirez has over six years of experience in engineering including the structural design of a wide variety of projects as well as field experience in perfonning assessments on hurricane-damaged structures. He has managed and worked on the structural design of a variety of projects that have been designed with structural steel, cast-in-place concrete, precast and prestressed concrete, composites, masonry, and wood. The clients have included industrial plants, federal Department of Defense (DoD), state agencies, school districts, county governments, and private enterprises. Notable projects include the Port Manatee Security Building, Bridgeway Acres Redevelopment, Panama City Beach Aquatic Center, MacDill Air Force Base AGE Facility, Winter Haven Regional Airport, and numerous smaller renovations at regional Publix stores. He has also assisted with the renovation of the Land's End Resort at Captiva Island, Florida after the resort was heavily damaged during a hurricane, and has worked with the Federal Emergency Management Agency (FEMA) in providing structural analyses and reports for the improvement of first-responder facilities, educational facilities used as shelters, and retrofitting existing educational facilities to meet CUlTent wind load standards. He also has a wide range of experience in residential design, construction, and inspections. His inspection experience includes threshold inspections of South Dade Middle School (State School SS-I), a new Staples Office Supply store, and numerous residential and FEMA inspections. As a structural engineer intern, Mr. Ramirez has experience working with all disciplines to develop the optimum structural design which meets the owner's criteria. Once the structural systems are defined, he leads the effort to develop all structural calculations, working drawings, and specifications, taking time to coordinate with other disciplines. Other responsibilities include performing site visits, structural threshold inspections, 40-year structural inspections, writing reports outlining solutions to structural problems, assessing structural conditions at various sites, and supervising team members. Mr. Ramirez's representative project experience includes: Publix Supermarkets Located Throughout South Florida. Perfonned structural work for all remodels at stores including calculations for roof-top equipment and enclosures. Also performed post-Hurricanes Katrina and Wilma structural assessments and report writing for various Publix facilities damaged by the storms, and is on call for future stonn damage with Publix Supennarkets. Port Manatee, Port Manatee, Florida. Port Manatee Access/Security Control Building. Pope Air Force Base, North Carolina. CC-130J Maintenance Training Facility shop drawing review. Miami-Dade County Public Schools (M-DCPS), Miami, Florida. Assisted in various requests for information (RFI) and design details for construction administration tasks at various schools across the county. Also performed structural threshold inspections for the South Dade Middle School (State School SS-l) in Homestead, Florida. City of Panama City Beach, Panama City Beach, Florida. Panama City Beach Aquatic Center. PBSI. 35 I II Douglas A. Ramirez, MS, EI Engineer Pinellas County Utilities, Pinellas County, Florida. Bridgeway Acres Redevelopment, Phases 2 through 5. I Land's End Resort, Captiva Island, Florida. Renovation of 17 buildings after heavy damage was sustained during a hurricane. I Bartram Public Library, Bartram, Florida. Addition to existing library. I Florida's Turnpike Enterprise (FTE), Snapper Creek, Florida. Ancillary building structural removal of load-bearing wall. I Sarasota Public Works Department, Sarasota, Florida. Site visits and reports assessing hurricane preparedness at various county buildings and providing recommendations to enhance the hurricane-resistance capacity of the existing structures. I Florida Department of Transportation (FDOT), Tampa Bay, Florida. Tampa Bay Sunguide Center shop drawing review and construction administration. I I Hurricane Protection Phase 6, FTE, Miami-Dade County and Palm Beach Counties, Florida. Performed site visits and prepared structural drawings to enhance existing structures that serve FTE to better resist hurricanes. I I Miami-Dade County Parks and Recreation Department, Miami-Dade County, Florida. Robert King High Park Community Center. FDOT, Sebring, Florida. Field work to determine hurricane structural damage to a canopy structure followed by report preparation and coordination with cost estimators. I I I Cay Clubs, LLC, Monroe County, Florida. Performed structural inspections and provided reports on existing conditions of various structures throughout the Florida Keys. Perfonned emergency site visits after passage of Hurricane Katrina and reported findings. The Ice Palace, Miami, Florida. Performed structural design and inspections for several renovations including removal of existing load-bearing structural steel columns and relocation of air conditioning equipment to the roof of the building. I Hilton Resorts, Located Throughout the Caribbean. Performed structural work for remodels at the San Juan Hilton and the Curacao Hilton. I Nokia-Siemens, Boca Raton, Florida. Performed structural consulting work for relocation of UPS units and core drilling of structural floor slab systems. I Cabral Warehouse, Miami, Florida. Performed structural design and calculations for a one-story warehouse with mezzanine. I Oak Holdings Development, Miami, Florida. Performed structural design and calculations for a new development of two-story homes, which contained five different models, located adjacent to SR 836. I FEMA. Assisted in performing assessments for stonn damage due to Hurricane Wilma and data collection for the Wilma MAT report. Performed post-Hurricane PBSI. 36 I I Douglas A. Ramirez, MS, EI Engineer I Katrina site visits throughout Mississippi and Louisiana for the preparation of FEMA reports regarding perfonnance of first-responder facilities and educational facilities used as shelters including recommendations for construction of future facilities. Also prepared reports and perfonned site visits for nine educational facilities in three counties of Mississippi, providing recommendations for retrofits to allow the facilities to meet current wind load standards. I II Professional Affiliations American Society of Civil Engineers (ASCE) I I I I I I I I I I I I I I PBSI. , I I 37 Maria E. Hernandez-Gutierrez, EI Structural Engineer PBS&J I Education B.S., Civil Engineering, Jose Antonio Echevarria Politechnic Institute, 1984 I Reg istrati ons/Licenses Engineering Intern Florida, 1100010907, 2006 I I I I I I I I I I I I I I I Ms. Hernandez-Gutierrez is a structural engineer with PBS&J's structural division in the Miami, Florida office. She has ten years of structural engineering experience primarily involving low-rise, residential, and commercial buildings. Ms. Hernandez-Gutierrez has significant experience in regulations from the Occupational Safety and Health Administration (OSHA), Florida Building Code (FBC), American Concrete Institute (AC\), American Society of Civil Engineers (ASCE), Concrete Reinforcing Steel Institute (CRSI), American Institute of Steel Construction (AISC), and International Code Council (ICC). Her software experience includes Random Access Memory (RAM) and Portland Cement Association (PCA) programs, ENERCALC, HBPILECAP, RISA-3D, and AutoCAD. Ms. Hernandez-Gutierrez's current general responsibilities with PBS&J include: · Designs and develops plans and drawings, including the development of preliminary layout and/or final drawings. · Organizes and conducts engineering investigations and planning work. · Provides engineering services during construction activities by reviewing shop drawings for conformance with specifications, prepares records and progress reports defining construction progress, observes construction procedures, and evaluates the results from quality control testing. · Researches the feasibility of alternative design approaches, site conditions, and regulatory agency specifications. · Contributes to the development of specifications and permit applications, and writes miscellaneous reports. Before joining PBS&J, Ms. Hernandez-Gutierrez's work history with other companies included serving as: · Structural engineer for various architecture and/or engineering companies in south Florida. Performed structural engineering for commercial and multistory buildings, reviewed shop drawing plans, and provided construction administration including requests for information (RFI) and site visits. · Professor in the Department of Structural Analysis at the Technical Institute Jose Antonio Echevarria in Havana, Cuba. Taught/assisted with teaching Mechanical Theory I & II and Complements of Mechanical & Resistance of Materials courses. Also served as a consultant and member of the tribunal for the evaluation of thesis and projects pertaining to the courses. · Drafter assistant/CAD operator in south Florida responsible for the elaboration of post-tensioned shop drawings and structural plans for commercial and multistory buildings, reviewed post-tensioned and rebar shop drawing plans, and provided estimates for post-tensioned materials. PBSle I I II I Francisco Alvarez Designer PBS&J Education B.S., Civil Engineering, Superior Technology Institute, 1985 I Software AutoCAD, from version 12 to 2009 Microstation version SE, J, Y8 Risa 3D Enercalc ETABS I I I I I I I I I I I I I I I 38 Mr. Alvarez is a designer with PBS&J's structural division in the Miami, Florida office. He has 23 years of civil engineering and computer-aided design (CAD) experience involving interpreting code requirements and perfonning structural analysis and design using structural analysis and drafting aids. H is current general responsibilities with PBS&J include: . Provides design and production of construction plans and drawings in support of structural engineering projects. · Selects and recommends design procedures. . Performs designs using CAD. . Reads and interprets survey data, legal description, government standards and codes, and applies to design. . Performs calculations, utilizing knowledge of algebra, geometry, and trigonometry, as required. . Develops and lays out conceptual designs for proposals to be reviewed by senior technical professionals for conformance with specifications and client requirements. . Develops and lays out final plan designs on assigned project or portions of projects. . Develops and may draft sections of projects or detai Is for construction projects. . Supplies technical data for specifications; provides quantities and cost estimates. · Maintains good knowledge of governmental regulations, codes, and ordinances, and applies them to plans, as needed. Mr. Alvarez's PBS&J project experience includes: Wolfson Campus Building 9000 Renovation Design Services, Miami, Florida (Miami Dade College IMDCn. Designer responsible for preliminary analysis of building loads and deflection for various structural systems. This project involves architectural and engineering design services for the Wolfson Campus Building 9000, which is situated on a demolished one-story 4, I 00- square-foot support service building site that is proposed to be transformed into an eight-story culinary arts building with a wine tasting center, plus a mechanical equipment roof level. The work involves mechanical, electrical, and plumbing systems and conveyor systems; circulation spaces; hardscape and landscape design; engineering coordination with adjacent overhead Metromover track, Metromover right-of-way, and existing MDC chiller lines; design and coordination of new and existing support utilities, new structural components with existing adjacent structures, maintenance of traffic, and construction staging; design of signage and graphics; and full construction administration servIces. Publix Super Markets Architectural and Engineering Services Master Contract, Florida - Statewide (Publix Super Markets, Inc.). Designer responsible for performing CAD design for approximately 250 Publix remodels during a 12-year span with PBS&J. This master contract with Publix Super Markets consists of architectural, mechanical, electrical, structural, and civil engineering services including design, construction documentation, and shop drawing reviews for the renovations of existing Publix stores. Project costs have PBSI. I Francisco Alvarez I Designer I I I I I I I I I I I I I I I I I 39 ranged from S 1 ,500,000 to S2,000,000 for renovations to approximately 15 existing Publix stores annually. The work is especially challenging because renovation design and all construction work must be done after the stores close at night, typically after 11 p.m. Regional Training Institute (RTI), Defense Supply Center Columbus (DSCC), Army National Guard (ARNG), Columbus, Ohio (U.S. Army and Air Force National Guard Bureau). Designer responsible for building structural model in Risa and drafting. The U.S. RTI - DSCC is a state-of-the-art training center dedicated to providing world-class instruction and educational facilities for both military and non-military organizations and personnel. The RTI project is a 130,000-square-foot facility housing all administration, logistical, and operational functions with complete educational facilities including classrooms, auditorium, library, and learning centers. The RTI also includes a multi-purpose training room and a dining hall with full kitchen for three-meals-per-day service. The billets facility consists of 200 single-occupancy rooms, a common lounge, and washers and dryers on each floor. This project will adhere to Leadership in Energy and Environmental Design (LEED) guidelines and compliance. Terminal and Parking Lot Canopies at Melbourne International Airport (MLB), Melbourne, Florida (Airport Engineering Co., Inc.). Designer responsible for structural analysis, design, and drafting. This project involved design and construction services to provide for the construction of approximately 7,240 linear feet (LF) of new canopies to cover walkways to parking lots, plus replace the covering material and make required structural modifications on the existing tenninal curbside overhang at MLB. Project 777 Theme Park, Abu Dhabi, United Arab Emirates (ALDAR Properties PJSC). Designer responsible for preliminary building infonnation modeling (BIM) model set-up. Work scope involves architectural, engineering, and construction administration services for the development of a new Warner Bros. theme park in Abu Dhabi. Floyd Hull Repairs, Fort Lauderdale, Florida (City of Fort Lauderdale). Designer responsible for structural analysis and drafting. This project involved engineering, architectural, structural, and construction management and inspection services to complete repairs to Floyd Hull because of the damages caused by Hurricanes Katrina and Wilma. Miami-Dade Transit (MDT) Fare Collection, Miami, Florida (Cubic Transportation Systems, Inc.). Designer responsible for site visit to gather existing structural infonnation and provide analysis and design of replacement systems. This project involves MDT fare collection structural and electrical engineering services for the fare collection supplier. Before joining PBS&J, Mr. Alvarez served as a plans reviewer and worked in construction management for renovation work in Cuba. After leaving Cuba, he went to Colombia and worked as a structural engineer in the field. He worked in Cuba for ten years and in Colombia for two years. PBSI. 41 I Beatriz Rubiera II Designer I I I I I I I , I I I I I I I I I operational functions with complete educational facilities including classrooms, auditorium, library, and learning centers. The RTI also includes a multi-purpose training room and a dining hall with full kitchen for three-meals-per-day service. The billets facility consists of 200 single-occupancy rooms, a common lounge, and washers and dryers on each floor. This project will adhere to Leadership in Energy and Environmental Design (LEED) guidelines and compliance. Design-Build (D-B) of Special Operations Forces (SOF) Maintenance and Storage Facility, Hurlburt Field, Florida (U.S. Army Corps of Engineers IUSACE), Mobile District). Designer responsible for foundation design and drafting. PBS&J, teamed with J2 Engineering, Inc., is supporting a D-B project for the USACE, Mobile District to provide a $4 million pre-engineered metal structure that will serve as a maintenance and storage facility for SOF operating out of Hurlburt Field, located at Eglin Air Force Base (AFB) in Florida. To date, PBS&J has provided full architectural and building engineering services, including a value engineering study prior to the start of design. This work has included evaluating bridge documents, developing design and construction documents, and preparing a 50 percent submittal. Design work has incorporated site improvements (such as water detention facilities), extension of site utilities (e.g., water, sewer), and new aircraft apron/parking areas. PBS&J's work has also prompted the reassessment of existing storm water and environmental permits for Hurlburt Field, as well as consideration of potential impacts from other adjacent projects. By building on the work completed during the bid package phase, PBS&J was able to deliver the 50 percent design documents under a fast-track schedule of just two weeks from receipt of the notice to proceed (NTP)-a six-week reduction to the typical time required for a project of this complexity. PBS&J also used innovative solutions to overcome challenges during design. For example, by locating the structure behind another base building-thereby blocking the public's view of the structure from the roadway in front-metal building construction was approved, and PBS&J's designs were freed from having to reflect all base design standards (such as the use of split-face block), which helped expedite project completion. Publix Super Markets Architectural and Engineering Services Master Contract, Florida - Statewide (Publix Super Markets, Inc.). Designer responsible for structural calculations to verify existing structure for additional loads resulting from renovation work. Ms. Rubiera worked on Publix stores #0024, #0210, #0369, #0487, #0571, and #0050. This master contract with Publix Super Markets consists of architectural, mechanical, electrical, structural, and civil engineering services including design, construction documentation, and shop drawing reviews for the renovations of existing Publix stores. Project costs have ranged from $ I ,500,000 to S2,000,000 for renovations to approximately 15 existing Publix stores annually. The work is especially challenging because renovation design and all construction work must be done after the stores close at night, typically after II p.m. Wall of Wind Testing Center, Miami, Florida (Florida International University). Designer responsible for structural modeling of building frame to verify existing structure. Work scope involved sound and debris barrier wall design for the Wall of Wind testing center. Miami-Dade Transit (MDT) Fare Collection, Miami, Florida (Cubic Transportation Systems, Inc.). Designer responsible for structural analysis, PBSI. 42 I Beatriz Rubiera II Designer I I I I I I I I I I I I I I I I I design, and drafting. This project involves MDT fare collection structural and electrical engineering services for the fare collection supplier. Before joining PBS&J, Ms. Rubiera's experience with other companies included: CAD Detailer at an Engineering Company in Miami, Florida. Developed structural drawings of post-tensioned concrete slabs using unbounded post- tensioned system for residential and commercial buildings such as the Marina Blue high-rise. Detailed post-tensioning shop drawings from structural drawings for TelTazas at River Park, a two-tower condominium with 27 and 20 stories, respectively. Used ADAPT-PT Modeler. CAD Drafter (2D) at a Construction Company in London, Ontario. Developed CAD standards and methods. Developed as-built drawings for small steel commercial buildings. Received, translated, and sent CAD files to customers and suppliers. Civil Engineer at the Ministry of Construction Office in Havana, Cuba. Developed engineering drawings, plans, and layouts from sketches. Interacted with architects and engineers from other disciplines. Gained experience with several building construction methods. Engineering Supervisor at a Construction Company in Havana, Cuba. Supervised staff and performed construction inspection. Managed different building constructions such as the Ribbed Slab and Sliding Form project. Professional Development Post-tensioning Design Workshop, ADAPT Professional Training Institute, Miami, Florida, 2006. AutoCAD Advanced 2002, Fanshawe College, London, Ontario, 2004. PBSI. I I I I I I I I I I I I I I I I I I I 0001 :F009140:0609 43 Public Entity Crimes Form PH~&I.. Reliahility. Resources, Relationships pssr I I I I I I I I I I SWORN STATEl\1ENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIl\1ES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOT AR Y PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to The City of Sunny Isles Beach by Jonathan Kreiner, Ph.D., PE, Structural Division Manager for Post, Buckley, Schuh & Jernigan, Inc., d/b/a PBS&J whose business address is 2001 NW 107th Avenue, Miami, Florida 33172-2507 and (if applicable) its Federal Employer Identification Number (FEIN) 59-0896138 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: N/A 2. I understand that a "public entity crime" as defined in Section 287.133(l)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Section 287.133(l)(b), Florida Statutes means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contenders. 4. I understand that an "affiliate" as defined in Section 287.133(1)(a), Florida Statutes, means: I I I I I I a. A predecessor or successor of a person convicted of a public entity crime; or b. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima I I I I 000 I : F0091 40:0609 PHS&J ... I{cliahility. I{csourccs. Rclationships Ln 44 12 PBSI~ I I I I I I I I I ~7?k SIGNA TURIf'OF kFFIANT / Jonathan Kreiner, Ph.D., PEe Structural Division Manager (Printed or Typed Legal Name of Affiant) Orange State of Florida of County of Miami Dade Sworn to and subscribed before me this 17th day of 2009, Jonathan Kreiner. Ph.D.. PE. Structural Division Manager June Notary Seal: NOTARY PUBLIC-STATE OF FLORIDA .',",......... Faye Woolery ~ W ~ Co~mission # DD729713 "'~'~ Expires: OCT. 28, 2011 1l0~i)E~ T1IRU ATLANTIC BONDING CO, INC. h~~ Notary's Name Printed, Stamped or Typed I I I I I I Personally Known: x or Produced Identification Identification Produced I I I I 0001 :F009140:0609 PBS&J ... Reliability. Resources, Relationships 46 by 14 PBSI. 47 I I I I I I I I I I I I I I I I I I I 0001 :F009140:0609 Non-Collusion Affidavit PBS&J . . Reliahility. Re~ourCl'S, Rcl41tiol1ships MI. I 48 I NON-COLLUSIVE AF FIDA VIT I I I State of Florida) Orange Miami Dade) County of lonathan Kreiner, Ph.D., PE, Structural Division Manager and says that: (1) I ~e~he is the (Owner, Partner, Officer,IRepresentativ~ or Agent) of the Bidder that has submitte e attached Bid; being first duly sworn, deposes I I I I (2) I He~she is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; I I I I I I I I (4) Neither the said bidder nor any of its officers. partners, owners, agents, representatives, employees or parties in interest, including this affiant, have in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a collusive or sham Bid in connection with the Work for which the attached Bid has been submitted; or to refrain from bidding in connection with such Work; or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Sunny Isles Beach, Florida, or any person interested in the proposed Work; (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of its agents, representatives, owners. employees or parties in interest. including this Affiant. ~"~~ lonathan Kreiner. Ph.D., PEe Structural Division Manager (Printed or Typed Legal Name of Affiant) 20 I I 000 I : F0091-l0:0609 PBS&J ... Reliability. Resources, Relationships PBSI. I I I I oran~ State of Florida of County of Miami ade Sworn to and subscribed before me this 17th day of June lonathan Kreiner, Ph.D., PE, Structural Division Manager 8:fJ!~ NOTARY PUBLIC-STATE OF FLORlDA ~""'''''''''' Faye Woolery ~ W J Co~mission # DD729713 ..~" Explres: OCT. 28, 2011 BONDED THRU hTLANTlC BONDING CO, INe. Notary's Name Printed, Stamped or Typed Notary Seal: I I I I I Personally Known: ~ or Produced Identification Identification Produced I I I I I ,I I I I 0001 :F0091 ~0:0609 PBS&/ _.. Reliability, Resources, Relationships I , 2009 by 49 21 PBSI. I I : I I I I I I I I I I I I I I I I I 0001 :F009140:0609 50 Complete RFQand Addendum No. I PBS&I ... Rdi41hilily. Resources. ({c!411ionships PBSI. 51 I I I I I I I I I I I I I I I I II I I OF SUt-l REQUEST FOR QUALIFICA TIONS NO. 09-05-01 THRESHOLD INSPECTION SERVICES FOR THE HERITAGE PARK PARKING GARAGE CITY OF SUNNY ISLES BEACH MIAMI-DADE COUNTY, FLORIDA 52 I I I TABLE OF CONTENTS I RFQ NO. 09-05.01 Pu b Ii c Notice............................ ... ........................ ................................ ................. ...... .............................1 I Section 1.1 - In troduction .................. ........................................ ... ............... .............. ............................ 3 I Section 1.2 - Background ............... ........................................... ... ............... ................1.........................3 Section 1.3 - Proj eel Descri ption ...... .......................................... ................ .................. ........................ 3 Section 1.4 - Submission Date ..................................................................... ............................ .............4 Section 1.5 -Statement of Qualifications ................................... ........................ ................... .... ...........4 Secti on 1.6 - S cope of Services ...... ... ........................................ .......................... ........................ ........... 5 Secti on 1.7 - Sub mi ttal Requiremen ts ...................................... ........................ ......................... .......... 5 Section 1.8 - Additional Information or Clarification .......................................................................6 Secti on 1.9 - Award of Con tract..... .............................................. ............................................ ............6 Section 1.10 - Contract execution........ ........................................... ........................ .... .............. ............7 Section 1.11 - Unauthorized Work ...................................................................................................... 7 Section 1.12 - Instructions ..................... ......... ............................... ................... .................................... 7 Section 1.13 - Changes! Alterations ...................................................................................................... 7 Section 1.14 - Discrepancies, Errors, and Omissions ......................................................................... 7 Section 1.15 - Disqualifications .................................. ........................ ................ .................. ................ 8 Section 1.16 - Submission Recei pt.............................. ......................... ................ .................. ... ............ 8 Section 1.17 - Capital Expenditures ....................................................................................................8 Section 1.18 - Scope of Work for Construction ..................................................................................8 Section 1.19 - Use of Premises ........... ..................................... ................... ................ ........................... 8 Section 1.20 - City's Occu pancy Req uiremen ts ....................... .................. .................... ... .................. 9 Section 1.21 - Work Restrictions........... .................................... ................ .... ................. ...................... 9 Section 1.22 - Reservation of Rights ....................................................................................................9 Section 1.23 - Additional Information ................................................................................................. 9 Section 1.24 - Exhibits ........................ .................................................. .................. ................. ..............11 I I I I I I I Pu blic En ti ty Crime Affidavit................................................. ............... ................ ............... ................12 Agreem en t..................... ............ ...... .................................... ............ ............................. .................... ...... .15 I Sch ematic design and artistic ren dering .......... ............................ ........... .............. ............................... 26 I I I I I 53 I I I I I I I I I :1 I I I I I I I I I I PUBLIC NOTICE NOTICE IS HEREBY GIVEN that the CITY OF SUNNY ISLES BEACH is seeking Submissions ("Submissions or Responses") detailing qualifications to provide threshold inspection services for the construction of the Heritage Park Parking Garage. Interested firm/individuals ("Applicants") or Contractor(s)") may pick-up a copy of the Request for Qualification ("RFQ") to be issued on May 28, 2009, at Sunny Isles Beach Government Center, 18070 Collins Avenue, City Clerk, Fourth Floor, Sunny Isles Beach, Florida, 33160. The RFQ contains detailed and specific information about the scope of services, Submission requirements and selection procedures. One (1) original, four (4) copies of the completed and executed Submissions must be delivered to the following address no later than June 19, 2009. Sunny Isles Beach Government Center 18070 Collins A venue, City Clerk First Floor Meeting Room Sunny Isles Beach, Florida, 33160 The City reserves the right to accept or not accept late submitted bids ill the sole discretion of the City Manager or his designee. The envelope containing the sealed Submission must be clearly marked as follows: "SEALED BID" RFQ NO. 09-05-01 THRESHOLD INSPECTION SERVICES FOR THE HERITAGE PARK PARKING GARAGE OPENING DATE AND TIME: Friday, June 19,2009,10:00 A.M. The City is soliciting Threshold Inspection Services for the Heritage Park Parking Garage. This will include, but is not limited to, the following tasks: Foundation Shear- Wall, Ground floor Columns, Ground floor Ground floor slab Second, Third, Fourth and Fifth floor slab Columns 2nd, 3rd, 4th, & 5th floors Shear walls 2nd, 3rd & 4th floors Stairs and Railings Store front / Window connection Shoring 54 I I I I I I I I I I I I I 'I I I I I I I Heritage Park Parking Garage: The garage must accommodate at least 500 parking spaces meeting minimum City Code provisions and five (5) levels of parking (including the ground level). Parking will be allowed on the top (open) level. A driveway entrance to the service road will be required. The structure's foot print should not exceed one acre and is anticipated to be approximately 125 feet by 350 feet. The RFQ package (without the Plans and Specifications) will be available on Demand Star at www.demandstar.com. Complete RFQ packages (Plans, Specifications and Bid Documents) may be obtained at your expense from: Miami T -Square 3824 SW 8th Street Coral Gables, FL 33134 Phone: 305-446-8816 Fax: 305-445-3812 Email: coraleables@t-sQuare.com Job Name: Sunny Isles Beach Threshold Inspection Services for the Heritage Park Parking Garage All requests for printing of Plans, Specifications, and Bid Documents are needed to be made via fax or email to Miami T -Square. The City reserves the right to reject any or all submittals, with or without cause, and to waive technical errors and informalities, and to accept the submittal which best serves the interest of the City. For further information, please contact Jorge Vera, Assistant City Manager, at 305-792- 1701. Jane A. Hines, CMC, City Clerk City of Sunny Isles Beach 2 55 I 'I I I I I I I I I I I I I I I I I I I CITY OF SUNNY ISLES BEACH, FLORIDA REQUEST FOR QUALIFICATIONS NO. 09-05-01 THRESHOLD INSPECTOR FOR THE HERITAGE PARK PARKING GARAGE 1.1 INTRODUCTION Pursuant to Chapter 62 of the City Code, the City of Sunny Isles Beach, Florida, (the "City") a municipality located in Miami-Dade County, Florida, requests qualified applicants to submit letters of interest and statements of qualifications and experience, to act as the City's threshold inspector. The City intends to pre-qualify up to three (3) applicants and execute an agreement with the successful applicant for threshold inspection services for the Heritage Park Parking Garage. The City will create a final list of three firms for this project, unless the City agrees to consider more than three (3) applicants. 1.2 BACKGROUND The City of Sunny Isles Beach was officially incorporated in 1997 and adopted its own Comprehensive Plan in 2000. At the time of incorporation, the City had no public parks. Since its incorporation, the City has experienced dramatic growth and development, prompting the City to create more open space in the City. The City has made it a priority to create more open/green space. The City has already acquired more than 12 acres over the past two years, with five (5) acres being acquired this past year alone for parks and open space. This past year, the City Commission has sponsored an initiative to create a $50 million dollar fund to acquire land for open/green space purposes. The Heritage Park and Parking Garage is an integral part of the City's commitment to open/green space. The City's Heritage Park was specifically identified as an important element in meeting the City's park and open space needs. Heritage Park will be the first park created in the northern part of the City. The City envisions that the park will be a focus point of recreational activities for residents living in the area. The park shall also include a municipal garage that will be jointly used by residents and a private hotel. 1.3 DESCRIPTION OF HERITAGE PARK PARKING GARAGE The Heritage Park Parking Garage is located with an approximately 3.82 acre facility bounded by Collins A venue on the east, Lehman Causeway on the south, Gallahad-Dade Road (193rd) on the north, and the Ocean View residential development on the west. PARKING GARAGE: The garage must accommodate at least five hundred (500) parking spaces meeting minimum City Codes and five (5) levels of parking (including the ground level). Parking will be allowed on the top (open) level. A driveway entrance from the service 3 56 I I I I I I I I I I I I I I I I I I I road commonly known as Gallahad Dade Boulevard will be required. The structure's foot print should not exceed one (1) acre and is anticipated to be approximately one hundred and twenty-five (125) feet by three hundred and fifty (350) feet. 1.4 SUBMISSION DATE Submittals must be received by the City Clerk's Office no later than June 19, 2009 at the Sunny Isles Beach Government Center, Attn: City Clerk, First Floor Meeting Room, 18070 Collins Avenue, Sunny Isles Beach, FL 33160. One (1) original, and four (4) copies of the completed and executed Submission must be delivered by this deadline. Submittals will be opened publicly and read aloud at this time. The City reserves the right to accept or not accept late submitted bids based on the sole discretion of the City Manager or his designee. The envelope containing the sealed Submission must be clearlv marked as follows: "SEALED SUBMITTAL" RFQ NO. 09-05-01 THRESHOLD INSPECTION SERVICES FOR THE HERITAGE PARK PARKING GARAGE OPENING DATE AND TIME: JUNE 19, 2009 AT 10:00 A.M. 1.5 STATEMENT OF QUALIFICATIONS Statements of qualifications should be self-explanatory and presented in a manner to provide a straightforward presentation of the applicant's capabilities and qualifications. Elaborate brochures and other promotional type materials are not desirable. The format shall address and respond to each requirement of the RFQ as outlined below. 1) History of the Firm, including ownership and key management. 2) A summary of any company changes that are anticipated to occur during the Project. 3) Location of corporate headquarters and other divisional offices. 4) Location of office(s) that will be involved in this Project. 5) Applicant shall demonstrate state certification for threshold inspector 6) Number of years of experience as a threshold inspector 7) Description of recent project experience, including projects of similar size, and client references with contact information. 8) A statement of experience summarizing threshold inspection services on similar projects and a summary of what your firm can "bring to the table" for the City of Sunny Isles Beach. 9) A statement addressing your Firm's present and projected workload and now this project will be scheduled within that workload. 10) Evidence that the firm has the required license, insurance and financial and bounding capacity necessary to fulfill its responsibility for this project. 4 57 I I I I I I I I I I I I I I I I I I I The applicant shall furnish such additional information as the City may reasonably require. This includes information that indicates financial resources as well as the ability to provide and maintain the requested services. 1.6 SCOPE OF SERVICES The City is soliciting threshold inspection services for the Heritage Park Parking Garage per the plans and specifications prepared by Spillis-Candela-DMJM. This will include, but is not limited to, the following tasks: . Foundation · Shear- Wall, Ground floor · Columns, Ground floor · Ground floor slab · Second, Third, Fourth and Fifth floor slab . Columns 2nd, 3rd ,4th & 5th floors . Shear walls 2nd, 3rd & 4th floors · Stairs and Railings · Store front / Window connection · Shoring 1.7 SUBMITTAL REQUIREMENTS All submittals by applicants shall contain no more than ten (10) pages specifically addressing the following issues. All other required documentation (except for 5 and 6 below) will not be considered a part of the ten (10) pages. Any applicant wishing to provide the services described in Section 1.6 above must submit one (1) original and four (4) additional complete copies that include, at a minimum, the following documentation: 1. Name, address and company, including, but not limited to, a business overview, financial state of the business, annual revenue for past two years, and names and addresses of persons having financial interest in the firm. 2. A list of all projects (including government projects) completed or in process for the past five (5) years, and a corresponding list of client references with contact names and telephone numbers. 3. Proof of authorization to transact business in Florida from the Florida Secretary of State, from the prime as well as supporting firms. 4. The name, title, qualifications, experience, and all contact information of the proposed contact person. 5. A listing of the proposed personnel to be assigned to this project including their qualifications and experience. 5 I I I I I I I I I I I I I I I I I I I 58 6. Sworn statement pursuant to Section 287.133(3)(A), Florida Statutes, on Public Entity Crime, a copy of which is attached hereto. 7. Non-collusive Affidavit, a copy of which is attached hereto. 1.8 ADDITIONAL INFORMATION OR CLARIFICATION Requests for additional information or clarifications must be made in wrItmg and received by the City Manager specified in the Public Notice section of this RFQ, in accordance with the deadline for receipt of questions also specified in the Public Section of this RFQ. The request for additional information and clarification must contain the RFQ number and title, applicant's name, name of applicant's contact person, address,. phone number, and facsimile number. Electronic facsimile requesting additional information must be received by the City Manager for this RFQ at the fax number (305) 792-1561. Facsimiles must have a cover sheet which includes, at a minimum, the applicant's name, name of applicant's contact person, address, number of pages transmitted, phone number, facsimile number, and RFQ number and title. The City will issue responses to inquiries and any other corrections or amendments it deems necessary in written addenda issued prior to the Submission deadline. Applicants should not rely on any representations, statements or explanations other than those made in this RFQ or in any written addendum to this RFQ. Where there appears to be conflict between the RFQ and any addenda issued, the last addendum issued shall prevail. 1.9 SELECTION. AWARD. AND PROTEST PROCEDURES The City will select the applicant the City determines to be the most qualified and responsive applicant ("Successful Applicant") based on the City's evaluation of the Statement of Qualifications in accordance with Section 1.5 of this RFQ and interviews, if conducted. The City will act, at its sole discretion, in what it considers to be in the best interest of the City. The City will evaluate the comparable experience, capability, project management, workload, financial strength, and other factors the City deems pertinent and will select the firm that it deems to be most qualified. The City will be the sole judge in determining the most qualified firm in accordance with the criteria set forth in Section 62-8 of the City Code. Any protests or objections to the City's Request for Qualifications, select of the Successful Applicant, and/or Applicant award process must be submitted in writing in accordance with Section 62-15 of the City Code. If the City and Successful Applicant are unable to negotiate a mutually acceptable contract, the City may terminate the contract negotiations and begin negotiations with the other qualified firms. This process may continue until a contract has been executed or all 6 59 I I :1 I II I I I I I I I I I I I I I I I Submissions have been rejected. No Applicant shall have any rights in the subject project or against the City arising from such negotiations. 1.10 CONTRACT EXECUTION A contract will be negotiated and executed between the Successful Applicant and the City in substantially the same form as the Agreement attached hereto. The successful operation of this contract requires that the Successful Applicant and the City agree to act in good faith in all matters relating to carrying out the project and the interpretation of the contract documents. 1.11 UNAUTHORIZED WORK The Successful Applicant shall not begin work until a Notice to Proceed is received. The Notice to Proceed shall specify the period of time allotted for the completion of the work. 1.12 INSTRUCTIONS Careful attention must be given to all requested items contained in this RFQ. Applicants are invited to submit Submissions in accordance with the requirements of this RFQ. PLEASE READ THE ENTIRE SOLICIT A TION BEFORE SUBl\1ITTING A SUBMITT AL. Applicants shall make the necessary entry in all blanks provided for the responses. The entire set of documents, together with all attachments hereto, constitutes the RFQ. The Applicants must return these documents with all information necessary for the City to properly analyze applicant's response in total and in the same order in which it was issued. Applicant's notes, exceptions, and comments may be rendered on an attachment, provided the same format of this RFQ text is followed. All responses to this RFQ shall be returned in a sealed envelope or package with the RFQ number and opening date clearly noted on the outside of the envelope. Applicant's must provide a response to each requirement of the RFQ. Responses should be prepared in a concise manner with an emphasis on completeness and clarity. 1.13 CHANGES/ALTERATIONS Applicant may change or withdraw a response at anytime prior to the submission deadline; however, no oral modifications will be allowed. Written modifications shall not be allowed following the submission deadline. 1.14 DISCREPANCIES. ERRORS. AND Ol\1ISSIONS Any discrepancies, errors, or ambiguities in the RFQ or addenda (if any) should be reported in writing to the City Manager or his designee, Should it be necessary, a written 7 I I I I I I I I I I I I I I I I I I I 60 addendum will be incorporated to the RFQ. The City will NOT be responsible for any oral instructions, clarifications, or other communications. 1.15 DISQUALIFICATION The City reserves the right to disqualify responses before or after the submission deadline, upon evidence of collusion with intent to defraud or other illegal practices on the part of the Applicant. The City also reserves the right to waive any immaterial defect or informality in any responses to this RFQ; to reject any or all responses in whole or in part; or to reissue an RFQ for the services described herein. 1.16 SUBMISSION RECEIPT Sealed responses will be accepted in accordance with the instructions detailed on the cover of this RFQ. The Applicant shall file all documents necessary to support its response and shall include them with its Submission. Applicant shall be responsible for the actual delivery of responses during business hours to the exact address indicated in this RFQ. The City reserves the right to accept or not accept late submitted bids in the sole discretion of the City Manager or his designee. 1.17 CAPITAL EXPENDITURES The Successful Applicant understands that any capital expenditures that the Successful Applicant makes, in order to perform the services required in this RFQ, is a business risk which the Successful Applicant may include in its proposed price. The City, however, is not and shall not payor reimburse any capital expenditures or any other expenses incurred by any Applicant in anticipation neither of a contract award nor to maintain the approved status of the Successful Applicant if a contract is awarded. 1.18 SCOPE OF WORK FOR THRESHOLD INSPECTOR SERVICES The City is soliciting threshold inspection services for the Heritage Park Parking Garage. The City intends to pre-qualify up to three (3) threshold inspectors and execute an agreement with the Successful Applicant for threshold services at the Heritage Park Parking Garage. 1.19 USE OF PREMISES The Successful Applicant shall have use of the premises for threshold inspection services during the construction of the Heritage Park Parking Garage. However, the Successful Applicant's use of premises is limited by the City's right to perform work or retain other contractors on portions of the work. Deliveries shall be scheduled in a manner that will minimize the space and time required for storage of materials and equipment on site. There shall be no closure of vehicular lanes. The Successful Applicant and Successful Applicant's employees are prohibited from parking on the project site without the advance, express written consent of the City. 8 I I I I I I I I I I I I I I I I I I I -- 61 . 1.20 CITY'S OCCUPANCY REOUIREMENTS The City reserves the right to occupy and to place and install equipment in completed areas of the project site, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work. The City or its designee will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before occupancy by the City. Before partial occupancy, mechanical and electrical systems shall be fully operational and required tests and inspections shall be successfully completed. On occupancy, the City will operate and maintain mechanical and electrical systems servicing occupied portions of the building. On occupancy, the City will assume responsibility for the maintenance and custodial service of the occupied portions of the building. 1.21 WORK RESTRICTIONS Work shall be performed at the project site during normal business working hours from 7 A.M. to 5 P.M. Monday through Friday, and Saturday from 9 A.M. to 5 P.M. except as otherwise approved by the City. 1.22 RESERV ATION OF RIGHTS While pursuing this RFQ process, the City reserves the right to: · Accept any or all responses, and the right, in its sole discretion, to accept the applicant who will best serve the interests of, and represent the best value to, the City in conformity with the criteria set forth in Section 62-8 of the City Code. · Reject any and all qualifications and to seek new qualifications when such a procedure is reasonably in the best interest of the City. · Investigate the financial capability, integrity, experience, and quality of performance of each applicant, including officers, principals, senior management, and supervisors, as well as staff identified in the response to RFQ. · Investigate the applicant's qualifications or any of its agents, as it deems appropriate · Conduct personal interviews of any or all applicants prior to selection (the City shall not be liable for any costs incurred by the applicant in connection with such interviews). · Waive any of the conditions or criteria set forth in this RFQ. · The City reserves the right on any advertised selection process to decide whether to select a firm based on the Statement of Qualifications received or whether to hold interviews with the firms the City deems best qualified for the Project. 1.23 ADDITIONAL INFORMATION · The Submission must clearly be marked on the front of the envelope: 9 62 I I I. I I I I I I I I I I I I I I I I "SEALED BID" RFQ NO. 09-05-01 PROFESSIONAL THRESHOLD INSPECTION SERVICES FOR THE HERITAGE PARK PARKING GARAGE OPENING DATE AND TIME: FRIDAY, JUNE 19,2009, AT 10:00 A.M. · Questions regarding this RFQ must be directed, no later than seven (7) calendar days before the opening of the RFQ, to: Jorge Vera Assistant City Manager City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 792-1928 Email: jvera@sibfLnet · Responses to this RFQ must be delivered by the stated deadline to: Attn: Jane A. Hines, CMC City Clerk Sunny Isles Beach Government Center 18070 Collins Avenue First Floor Conference Room Sunny Isles Beach, FL 33160 · The opening of the Submissions will be in the First Floor Conference Room, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 at the stated time. · Submissions will be opened publicly and read aloud at this time. · The City is under no obligation to return the Submissions. · The City will not be liable for any cost incurred in the preparation of the response to RFQ. · The Submissions shall be prima facie evidence that the applicant has full knowledge of the scope, nature, quantity and quality of work to be performed; the detailed requirements of the specifications; and the conditions under which the work is to be performed. · The applicants shall furnish the City with such additional information as the City may reasonably require. · Under no circumstance should any applicant or anyone acting on their behalf, seek to influence or to gain the support of any member of the City Commission or City Staff favorable to the interest of the prospective applicant. Likewise, contact with the City Commission or City Staff against the interest of other prospective applicants are prohibited. Any such activities may result in the exclusion of the applicant from consideration by the City. 10 63 II I I I I I I I I I I I I I I I I I I 1.24 EXlllBITS The Exhibits to this RFQ are as follows: Exhibit "A" Public Entity Crime Affidavit Exhibit "B" Non-Collusive Affidavit Exhibit "C" Agreement Exhibit "D" Schematic design and artistic rendering of the Heritage Park and Parking Garage 11 64 I I I I I I I I I I I I I I I I I I I SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to by for whose business address is and (if applicable) its Federal Employer Identification Number (FEIN) (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: 2. I understand that a "public entity crime" as defined in Section 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Section 287 . 133(l)(b ), Florida Statutes means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contenders. 4. I understand that an "affiliate" as defined in Section 287.133(l)(a), Florida Statutes, means: a. A predecessor or successor of a person convicted of a public entity crime; or b. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima 12 65 I I I I I I I I I I I I I I I I I I I facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Section 287. 133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 6. Based on information and belief, the statement which I have marked below is true in a relation to the entity submitting this sworn statement. (Please indicate which one (1) of the following three (3) statements is applicable.) _ (1) Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or any affiliate of the entity has been charged with and convicted of a public entity crime within the past 36 months. _(2) The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or any affiliate of the entity has been charged with and convicted of a public entity crime within the past 36 months. _(3) The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or agents who are active in management of the entity, or any affiliate of the entity has been charged with and convicted of a public entity crime within the past 36 months. However, there has been a subsequent proceeding before a Hearing Officers of the State of Florida, Division of Administrative Hearings and the Final Order by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attached is a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THE PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED AND FOR THE PERIOD OF THE CONTRACT ENTERED INTO, WHICHEVER PERIOD IS LONGER. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287,017, FLORIDA STATUTES FOR THE CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. 13 66 I I I I I I I I I I I I I I I I I I I SIGNATURE OF AFFIANT (Printed or Typed Legal Name of Affiant) State of Florida of County of Miami-Dade Sworn to and subscribed before me this 2009, day of by Notary Seal: Notary's Name Printed, Stamped or Typed Personally Known: or Produced Identification Identification Produced 14 67 I I I I I I I I I I I I I I I I I I I teJ.....'.'..' ." }\ S 'i . . '. ,: ..~..,. ~ f." :: ::_ .... ~ CITY OF SUNNY ISLES BEACH THRESHOLD INSPECTION SERVICES AGREEMENT WITH CONTRACTOR CONTRACT NO. TIllS CONTRACTOR AGREEMENT made and entered into this _ day of 2009, by and between the CITY OF SUNNY ISLES BEACH, FLORIDA, a municipal corporation of the State of Florida, (hereinafter referred as to "City") and ,a Florida corporation, authorized to do business in the State of Florida, (hereinafter referred to as "Contractor"). WHEREAS, the City wishes to employ Contractor to provide professional engineering Threshold Inspection Services for the City's Heritage Park Parking Garage, located within an approximately 3.82 acre facility bounded by Collins Avenue on the east, Lehman Causeway on the south, Gallahad-Dade Road (193rd) on the north, and the Ocean View residential development on the west; and WHEREAS, the Threshold Inspection Services include the following tasks: foundation; shear-wall (ground floor); columns (ground floor); ground floor slab; floor slabs (2nd through 5th floors); and columns (2nd through 5th floors); and WHEREAS, the Contractor is qualified, willing and able to provide the desired services on the terms and conditions set forth herein. NOW THERFORE, in consideration of the premises and the mutual covenants herein named, the parties hereto agree as set forth below: 1. RECIT ALS. The Recitals set forth above are hereby incorporated into this Agreement and made a part of hereof for reference. 2. SERVICES TO BE PERFORMED. Contractor shall perform the required Threshhold Inspection Services at the City's Heritage Park Parking Garage located in the City of Sunny Isles Beach, Florida, in compliance with the terms and conditions of this Agreement. a. Contractor agrees to furnish all labor and materials in a good and workmanlike and professional manner, to perform the work designated in Attachment "A" attached hereto, which is incorporated herein by reference. b. The services described in Attachment "A" shall be performed by Contractor to the full satisfaction of the City. Contractor agrees to immediately inform the City via telephone and in writing of any problems that could cause damage to Property and persons at the Property. 15 68 I I I I I I I I I I I I I I I I I I I c. Contractor will require its employees to perform their work in a manner befitting the type and scope of work to be performed. In the event that the Contractor fails to complete performance pursuant to the terms of this contract and City must undertake the completion of performance of services, Contractor agrees to indemnify the City for all costs incurred with respect to the completion of those services and any damages the City may suffer as a result of the failure of performance by Contractor. 3. ADDITIONAL SERVICES. If the need for additional work or changes under this Agreement is identified by Contractor during the course of performing its obligations hereunder, Contractor shall set forth such additional work and the cost thereof in a supplemental work order (a "Supplemental Work Order") and submit such Supplemental Work Order for approval by the City. No such additional work shall be done or paid for without the specific prior written approval of the City. 4. TERM. This Agreement shall be for a term of , beginning , and ending , unless terminated sooner pursuant to paragraph 11 of this Agreement. Services shall commence upon execution by both parties and the issuance of a Notice to Proceed. Any change in fee, terms or conditions shall be accomplished by written amendment to this Agreement and approval by the City. 5. COMPENSATION. Payment to Contractor for all charges and tasks under this Agreement shall not exceed a total amount of $ in accordance with this Agreement and the schedule of charges reflected in Exhibit "A". This fee to the Contractor shall be disbursed on a monthly basis accompanied by itemized invoices and under the following conditions: a. Disbursements. There are no reimbursable expenses associated with this contract. b. Payment Schedule. Invoices received for services rendered in conformity with the Agreement will be sent to the Finance Department for payment. Invoices must reference the contract number assigned hereto. Invoices will be paid in accordance with the State of Florida Prompt Payment Act. c. Availabilitv of Funds. The City's performance and obligation to pay under this Agreement is contingent upon an annual appropriation for its purpose by the City Commission. d. Final Invoice. In order for both parties herein to close their books and records, the Contractor will clearly state "final invoice" on the Contractor's final/last billing to the City. This certifies that all services have been properly performed and all charges and costs have been invoiced to the City. Since this account will thereupon be closed, any and 16 69 I I I I I I I I I I I I I I I I I I I other additional charges, if not properly included on this final invoice are waived by the Contractor. Contractor shall make no other charges to the City for supplies, labor, taxes, licenses, permits, overhead or any other expenses or costs unless any such expense or cost is incurred by Contractor with the prior written approval of the City. If the City disputes any charges on the invoices, it may make payment of the uncontested amounts and withhold payment on the contested amounts until they are resolved by agreement with Contractor. Contractor shall not pledge the City's credit or make it a guarantor of payment or surety for any contract, debt, obligation, judgment, lien, or any form of indebtedness. The Contractor further warrants and represents that it has no obligation or indebtedness that would impair its ability to fulfill the terms of this Agreement. 6. UNDISCLOSED CONDITIONS. In the event that undisclosed conditions are discovered during the performance of this Agreement, the City shall have the right to cancel this Agreement upon thirty (30) days written notice to Contractor. Upon termination, the City may re-bid the project if the Contractor fails to perform under this Agreement due to the undisclosed conditions. 7. INDEPENDENT CONTRACTOR RELATIONSHIP. The Contractor is an independent Contractor and shall be treated as such for all purposes. Nothing contained in this agreement or any action of the parties shall be construed to constitute or to render the Contractor an employee, partner, agent, shareholder, officer or in any other capacity other than as an independent Contractor other than those obligations which have been or shall have been undertaken by the City. Contractor shall be responsible for any and all of its own expenses in performing its duties as contemplated under this agreement. The City shall not be responsible for any expense incurred by the Contractor. The City shall have no duty to withhold any Federal income taxes or pay Social Security services and that such obligations shall be that of the Contractor. other than those set forth in this agreement. Contractor shall furnish its own transportation, office and other supplies as it determines necessary in carrying out its duties under this agreement. 8. INSURANCE. Contractor shall, at its sole cost and expense, during the period of any work being performed under this Agreement, procure and maintain the following minimum insurance coverage to protect the City and Contractor against all loss, claims, damage and liabilities caused by Contractor, its agents, sub-Contractors or employees, as indicated below: a Comprehensive General liability insurance, including broad form contractual liability coverage for all operations, including, but not limited to, contractual, products, and completed operations, personal injury and property damage liability with minimum limits of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate. 17 70 I I I I I I I I I I I I I I I I I I I o Professional Liability/Errors and Omissions Insurance applying to all professional activities performed under this Agreement with minimum limits of not less than One Million Dollars ($1,000,000) per occurrence. o Worker's Compensation, as required by law, but with no less than $1,000,000 for Employer's Liability. o Business Automobile Liability which shall include coverage for all owned, non-owned and hired vehicles for minimum limits of not less than One Million Dollars ($1,000,000) per occurrence, One Million Dollars ($1,000,000) per accident for bodily injury and Five Hundred Thousand Dollars ($500,000) per accident for property damage. o UmbrellalExcess Liability coverage in addition to the foregoing limits that when combined with the foregoing limits provide total coverage of at least Five Million Dollars ($5,000,000). Insurance required of the Contractor shall be primary to, and not contribute with, any insurance or self-insurance maintained by the City. Such insurance shall not diminish Contractor's inderrmification and obligations hereunder. The insurance policy(ies) shall be issued by companies authorized to do business under the laws of the State of Florida and acceptable to the City with a minimum A.M. Best rating of A-Excellent. Before any work under this Agreement is performed, and at any time upon request, Contractor shall furnish to the City certificates of insurance evidencing the minimum required coverage and shall be appropriately endorsed for contractual liability, with the City named as additional insured. All policies shall contain a waiver of subrogation endorsement. All policies and certificates shall be in forms and issued by insurance companies acceptable to the City's Risk Management Department. All insurance policies and certificates of insurance shall provide that the policies may not be canceled or altered without thirty (30) days prior written notice to the City. The City reserves the right from time to time to change the insurance coverage and limits of liability required to be maintained by Contractor hereunder. Contractor shall also require and ensure that each of its sub-Contractors providing services hereunder (if any) procures and maintains, until the completion of the services, insurance of the types and to the limits specified herein. ANY EXCEPTIONS TO THE INSURANCE REQUIRE.MENTS IN THIS SECTION MUST BE APPROVED IN WRITING BY THE CITY. 9. OWNERSHIP OF DOCUMENTS AND EOUIP.MENT, All documents prepared by the Contractor pursuant to this agreement and related services to this agreement are intended and represented for the ownership of the City only. Any other use by Contractor or other parties shall be approved in writing by the City. 18 71 I I I I I I I I I I I I I I I I I I I I Contractor shall deliver to the City for approval and acceptance, and before being eligible for final payment or any amounts due, all documents and materials prepared by, and for, the City under this Agreement. All oral and written information not in the public domain or not previously known, and all information and data obtained, developed or supplied by the City, or at its expense, will be kept confidential by the Contractor and will not be disclosed to any other party, directly or indirectly, without the City's prior written consent, unless required by a lawful order. All drawings, maps, sketches, programs, data base, reports and other data developed or purchased under this Agreement for, or at the City's expense, shall be and remain the City's property and may be reproduced and reused at the discretion of the City. The City and Contractor shall comply with the provisions of Chapter 119, Florida Statutes (Public Records Law). All covenants, agreements, representations and warranties made herein, or otherwise made in writing by any party pursuant hereto, including, but not limited to, any representations made herein relating to disclosure or ownership of documents, shall survive the execution and delivery of this Agreement and the consummation of the transactions contemplated hereby. 10. INDEMNIFICATION. Contractor agrees to indemnify, defend and hold harmless, the City, its officers, agents, and employees from, and against any and all claims, actions, liabilities, losses and expenses including, but not limited to, attorney's fees for personal, economic or bodily injury, wrongful death, loss of or damage to property, at law or in equity, which may arise or may be alleged to have risen from the negligent acts, errors, omissions or other wrongful conduct of the Contractor, agents or other personal entity acting under Contractor's control in connection with the Contractor's performance of services pursuant to that agreement and to that extent the Contractor shall pay such claims and losses and shall pay all such costs and judgments which may issue from any lawsuit arising from such claims and losses including wrongful termination or allegations of discrimination or harassment, and shall pay all costs and attorneys' fees expended by the City in defense of such claims and losses including appeals. The parties agree that ten percent (10%) of the total compensation is a specific consideration from the City to the Contractor for this indemnity. 11. TERMINATION. a. Termination for Default. If, through any cause within the reasonable control the Contractor shall fail to fulfill in a timely manner or otherwise violate any of the covenants, agreements or stipulations material to this agreement, the City shall have the right to terminate the services then remaining to be performed. Prior to the exercise of its option to terminate 19 I I I I I I I I I I I I I I I I I I I I 72 for cause, the City shall notify the Contractor of its violation of the particular terms of the agreement and grant Contractor ten (10) days to cure such default. If the default remains uncured after ten (10) days the City may terminate this agreement. 1. In the event of termination, all finished and unfinished documents, data and other work product prepared by Contractor (and sub-Contractor[sD shall be delivered to the City and the City shall compensate the Contractor for all services satisfactorily performed prior to the date of termination, as provided in Paragraph 5 herein. 11. Notwithstanding the foregoing, the Contractor shall not be relieved of liability to the City for damages sustained by it by virtue of a breach of the agreement by Contractor and the City may reasonably withhold payments to Contractor for the purposes of set-off until such time as the exact amount of damages due the City from the Contractor is determined. 111. After receipt of a Termination Notice and except as otherwise directed by the City, the Contractor shall: 1. Stop work on the date and to the extent specified; 2. Terminate and settle all orders and subcontracts relating to the performance of the terminated work; 3. Transfer all work in process, completed work and other materials related to the terminated work to the City; and 4. Continue and complete all parts of that work that have not been terminated. b. Termination for Convenience of City. The City may, for its convenience and without cause terminate the services then remaining to be performed provided that the Contractor is given thirty (30) days notice. c. Termination for Insolvency. The City also reserves the right to terminate the remaining services to be performed in the event the Contractor is placed either in voluntary or involuntary bankruptcy or makes any assignment for the benefit of creditors. 20 73 I ! I I I I I I I I I I I 'I I I I I I I 12. ASSIGNMENTS. TRANSFERS. SUBCONTRACTING. The Contractor shall not subcontract, assign or transfer any work under this agreement without the prior written consent of the City. Should the Contractor subcontract any services under this agreement, it shall be done with continued liability for the Contractor. The Contractor shall remain responsible for services, responsibilities and liabilities of any person or entity acting under Contractor. 13. TIME OF COMPLETION. The services to be rendered by the Contractor shall be commenced upon execution of this contract and shall be completed by . A reasonable extension of time shall be granted in the event the work of the Contractor is delayed or prevented by the City or by circumstances beyond the reasonable control of the Contractor including weather conditions or acts of God which render the performance of the Contractor's duty impracticable. 14. AUTHORITY TO PRACTICE. Contractor hereby represents and warrants that it has and will continue to maintain all licenses and approvals required to conduct its business and that it will at all times conduct its business activities in a reputable manner. Proof of such licenses and approvals shall be submitted to the City prior to commencement of work under this Agreement. 15. MODIFICATIONS OF WORK. The City reserves the right to make changes in the work, including alterations, reductions or additions thereto. Upon receipt of the City's notification of a contemplated change, the Contractor shall (1) if requested by the City, provide an estimate for the increase or decrease in cost due to the contemplated change, (2) notify the City of any estimated change in completion date, and (3) advise the City in writing if the contemplated change shall affect the Contractor's ability to meet the completion dates or schedules of this Agreement. 16. COORDINATION OF SERVICES. The City's representative/liaison during the performance of this Agreement shall be Jorge Vera, Assistant City Manager whose phone number is 305/792-1912. Contractor shall not respond to requests for services under this Agreement unless the request is received directly from Jorge Vera, Assistant City Manager, or his designated personnel. Any requests received from other City departments/divisions shall be referred to Jorge Vera first for approval or if Jorge Vera is unavailable, then to the Acting City Manager, Rick Conner for approval prior to the commencement of any work. Services performed without authorization by Jorge Vera, Assistant City Manager, or the Acting City Manager, Rick Conner, shall be considered unauthorized and shall not be compensated/paid by the City. 17. ARBITRATION. It is the intention of the parties that whenever possible, if a dispute or controversy arises hereunder then such dispute or controversy shall be settled by arbitration in accordance with the procedures, rules and regulations of the American Arbitration Association. The decision rendered by the Arbitrator shall be final and binding upon the parties and judgment upon the award rendered by the arbitrator may be entered in any court having jurisdiction. Arbitration shall be held in Miami-Dade 21 74 I I I I I I I I I I I I I I I I I I I County, Florida. The non-prevailing party shall pay all costs of arbitration and attorneys' fees incurred by the parties or, if neither party prevails on the whole, each party shall be responsible for a portion of the costs of arbitration and their respective attorneys' fees as may be determined by the court on confirmation. 18. CONFIDENTIAL INFORMATION. The Contractor shall not, either during the term of this Agreement or any time for a period of Ten (10) years subsequent to that date upon which the Contractor shall leave the employment of the City for any reason whatsoever, disclose to any person or entity, other than in the discharge of the duties of the Contractor under this Agreement, any information which the City designates in writing as "confidential." As a violation by the Contractor of the provisions of this Section could cause irreparable injury to the City and there is no adequate remedy at law for such violation, the City shall have the right, in addition to any other remedies available to it at law or in equity, to enjoin the Contractor in a court of equity for violating such provisions. 19. NOTICES. All notices and communications hereunder shall be in writing and shall be deemed given when sent postage prepaid by registered or certified mail, return receipt requested and, if intended for City to Acting City Manager, Rick Conner, with a copy to Hans Ottinot, City Attorney, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160, and, if intended for Contractor, shall be addressed to, 20. GOVERNING LAW. The validity of this Agreement and the interpretation and performance of all of its terms shall be construed and enforced in accordance with the laws of the State of Florida, without regard to principles of conflict of laws thereof. The location of any action or proceeding commenced under or pursuant to this Agreement shall be in Miami-Dade County, in the State of Florida. 21. AUDIT. The Contractor shall make available to the City or its representative all required financial records associated with the Agreement for a period of three (3) years. 22. NON-DISCRIMINATION. The Contractor agrees to comply with all local and state civil rights ordinances and with Title VI of the Civil Rights Act of 1984 as amended, Title VIII of the Civil Rights Act of 1968 as amended, Title I of the Housing and Community Development Act of 1974 as amended, Section 504 of the Rehabilitation Act of 1973, the Americans with Disabilities Act of 1990, the Age Discrimination Act of 1975, Executive Order 11063, and with Executive Order 11248 as amended by Executive Orders 11375 and 12086. The Contractor will not discriminate against any employee or applicant for employment because of race, color, creed, religion, ancestry, national origin, sex, disability or other handicap, age, marital/family status, or status with regard to public assistance. The Contractor will take affirmative action to insure that all employment practices are free from such discrimination. Such employment practices include but are not limited to the 22 75 I I I I I I I I I I I I I I I I I I I following: hiring, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the City setting forth the provisions of this non-discrimination clause. The Contractor agrees to comply with any Federal regulations issued pursuant to compliance with Section 504 of the Rehabilitation Act of 1973 (29 U.S.e. 708), which prohibits discrimination against the handicapped in any Federally assisted program. 23. CONFLICT OF INTEREST. The Contractor agrees to adhere to and be governed by the Miami-Dade County Conflict of Interest Ordinance Section 2-11.1, as amended; and by Sunny Isles Beach Ordinance No. 99-82, which are incorporated by reference herein as if fully set forth herein, in connection with the Agreement conditions hereunder. Contractor covenants that it presently has no interest and shall not acquire any interest, direct or indirectly that should conflict in any manner or degree with the performance of the services. 24. CONFLICTING PROVISIONS. The terms and conditions in this agreement supersede any other conflicting provisions that are contained in any other document. 25. MISCELLANEOUS. a. The rights granted to Contractor hereunder are nonexclusive, and the City reserves the right to enter into agreements with other persons or firms to perform services including those provided hereunder. b. Contractor and its employees shall promptly observe and comply with applicable provisions of all published federal, state and local laws, rules and regulations which govern or apply to the services rendered by Contractor hereunder, or to the wages paid by Contractor to its employees. c. Contractor shall obtain and keep in force during the term of this Agreement all necessary licenses, registrations, certificates, permits and other authorizations as are required by law in order for Contractor to render the service(s) required hereunder. d. Contractor shall not use the name or official seal of the City in any promotional material without the prior written consent of the City. e. Except as expressly provided for in this Agreement, Contractor is not authorized to act as the City's Agent hereunder and shall have no authority, expressed or implied, to act for or bind the City hereunder, either in Contractor's relations with sub-Contractors, or in any other manner whatsoever. f. The terms and conditions of this Agreement shall prevail over any contrary or inconsistent terms in any other documents. 23 76 I I I I I I I I I I I I I I I I I I I 26. FORCE MAJEURE/INTERRUPTION. Neither party shall be liable for any failure to perform any of its obligations under this Agreement (except payment obligations) due to unforeseen circumstances or causes beyond the party's reasonable control, including without limitation, acts of God, riot, embargoes, acts of governmental authorities, fire, earthquake, flood, accident, strikes, or inability to secure transmission facilities ("Force Majeure"). 27. ENTIRE AGREEMENT. This Agreement, and Attachment Exhibit "A," which is expressly incorporated herein by reference, shall constitute the entire agreement between the parties with respect to the subject matter hereof, and it shall supersede all previous and contemporaneous oral and written negotiations, commitments, agreements and understanding relating hereto. This Agreement may be executed in multiple identical counterparts, each of which shall be deemed an original for all purposes. 28. AMENDMENT. Any modification of this Agreement shall be effective only if in writing and signed by the parties to this Agreement. No waiver of any provision of this Agreement shall be valid or enforceable unless such waiver is in writing and signed by the party granting such waiver. IN WITNESS WHEREOF, the parties hereto have executed this Agreement III triplicate on the day and year first written above. (The remainder of this page has been intentionally left blank) 24 77 I I I I I I I I I I I I I I I I I I I WITNESS: CONTRACTOR: Signatureffi tie Print Name: Print Name: ATTEST: CITY OF SUNNY ISLES BEACH By: Jane A. Hines, CMC, City Clerk By: Norman S. EdeIcup, Mayor APPROVED AS TO FORM AND LEGAL SUFFICIENCY By: Hans Ouinot, City Attorney 25 78 I I I I I I I I I I I I I I I I I I I 26 -.J 79 I II I I I I I I I I ,I I I I I I I I I 27 I I I I I I I I I I I I I I I I I I I 80 e~ 28 81 I I I I I I I, I I I I I I I I I I I I Addendum NO.1 CITY OF SUNNY ISLES BEACH Threshold Inspection Services for the Heritage Park Parking Garage CITY RFQ NO. 09-05-01 To All Bidders: Bidders for the above-referenced project shall take note of the following changes, additions, deletions, clarifications, etc. to the Plans and Specifications, which in accordance with the Contract Documents shall become a part of and have precedence over anything shown or described otherwise. The City is requesting information from applicants to determine the most qualified and responsive applicant based on the City's evaluation of the Statement of Qualifications in accordance with Section 1.5 of the RFQ. 1. The general contractor chosen for the job will be responsible for the material testing. 2. Section 1.5 (Statement of Qualification) is the information needed to be submitted as part of Section 1.7 (Submittal Requirements). Some of the information requested in Section 1.7 is a duplicate of the information requested under Section1.5. 3. Total number of pages to be submitted in the package is 10 pages except for 1.7(6) Sworn Statement (public entity crime) and 1.7(7) Non-Collusive affidavit. 4. The Non-Collusive affidavit is to be part of the submittal. It is attached as part of this addendum. END OF SECTION 82 I I I I I II I I I I I I I I I I I I I NON-COLLUSIVE AF FIDA VIT State of Florida) County of Miami-Dade) and says that: being first duly sworn, deposes (1) He/she is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has submitted the attached Bid; (2) He/she is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; (4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, have in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a collusive or sham Bid in connection with the Work for which the attached Bid has been submitted; or to refrain from bidding in connection with such Work; or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder. or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Sunny Isles Beach, Florida, or any person interested in the proposed Work; (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of its agents. representatives, owners, employees or parties in interest, including this Affiant. SIGNATURE OF AFFIANT (Printed or Typed Legal Name of Affiant) 20 I I I I I I I I I I I I I I I I I I I State of Florida of County of Miami-Dade Sworn to and subscribed before me this day of Notary Seal: Notary's Name Printed, Stamped or Typed Personally Known: _ or Produced Identification Identification Produced 83 , 2009 by 21